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HomeMy WebLinkAbout0094 HOLLY POINT ROAD r _ . � t � . r � . . u fl tl d . a P �� .. u - I .. � �� � � - � � � - � 1 .o .. s. m �. .. ._ pFZHE T Town of Barnstable switrvsrwBLE. Building Department- 200 Main Street , ��0q Hyannis, MA 02601 �AlEDMA�4 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-16-1795 CO Issue Date: 5/16/2018 Parcel ID: 232-042 Zoning Classification: RD-1 Location: 94 HOLLY POINT ROAD, CENTERVILLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: B.L.D. RENOVATIONS Permit Type: Residential -Single Family Type of Construction: Design Occupant Load: 0 Comments: Two Bedroom Single family home Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition � 11 Town of Barnstable i. I+unxsrnuu. i li Post This Card So That It is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted 9\` 'N6 9h Until Final Inspection Has Been Made. Where a Certificate of Occupancy Is Required,such Building shall Not be Occupied until a Final Inspection has been made. jt P cY 4 i; Permit No: B-16-1795 Applicant Name: B.L.D.RENOVATIONS Map/Lot: 232-042 Date Issued: 07/20/2016` Current Use: Zoning District: RD-1 Permit Type: New Construction-Rebuild After Teardown Expiration Date: 01/20/2017 Contractor Name: B.L.D.RENOVATIONS Location: 94HOLLY POINT ROAD,CENTERVILLE Est.Project Cost: $450,000.00 Contractor License: 156162 s Owner on Record: MONTGOMERY,MALCOLM K&PAMELA B Permit Fee: $2,395.00 Address: 36 HADDEN ROAD Fee Paid: $2,395.00 SCARSDALE,NY 10583 Date: 7/20/2016 Description: Rebuild new two bedroom dwelling . Project Review Req: Rebuild new two bedroom dwelling Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. sAll construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for.the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed • �L�,v � OK a�— `-9E! �. 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection - ��/� S.Prior to Covering Structural Members(Frame Inspection) .//4 6.Insulation %A, 0 ik 3 4 t. %-0 7.Final Inspection before Occupancy � Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. . "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth:in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �✓ Parcel oq� Application Health Division /VG 0 Date Issued Conservation Division wly` JUN 23 ?016 Application Fee 2 PlanningDept. TUwN - Permit Fee ✓ d� N OF�q� N _ Date Definitive Plan Approved by Planning Board �TABL" 00 Historic - OKH _ Preservation / Hyannis Project Street Address .s. pn a— Village e"11 X A Q Owner MCA c a`yv\ -r Pa-M aQ Ma 4 a c>wm co-,Address J6 Rn S&LfS ticlAl A Telephone A La- _Tq . § d S 3 Permit Request i V L 6,_3 aa,r�o� SdL Square feet: 1 st floor: existing/proposed �'13 2nd floor: existing 40 proposed S/ Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio - o onstruction Type ,? r�;Aot Size Grandfathered: Aes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family tf' Two Family ❑ Multi-Family (# units) Age of Existing Structure hrs Historic House: ❑Yes dNo On Old King's Highway: ❑Yes CA No _ Basement Type: Full dcrawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) /.-,;ton S� Number of Baths: Full: existing new Half: existing —0 - new Number of Bedrooms: �I, existing _0 new Total Room Count (not including baths): existing new� First Floor Room Count Heat Type and Fuel: 3 Gas ❑ Oil ❑ Electric ❑ Other Central Air: L!rYes ❑ No Fireplaces: Existing New �h,-� Existing wood/coal stove: ❑Yes M No Detached garage: ❑ existing ®new size_Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing 4 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of AppealsAuthorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 2/No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name S � Telephone Number Address P� (� �� License # CO. -n 13 0S ry_\_G Home Improvement Contractor# Email C-C- P co rA Worker's Compensation # 01:9�(i C 'MA18e) ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r- SIGNATURE \ DATE /,mh ' FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. , F ADDRESS VILLAGE f.J � ' OWNER ti fi '" - i D/-KE OF INSPECTION: I T FOUNDATION ' 'FRAME INSULATION �/'1 FIREPLACE r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING L p DATE CLOSED OUT ASSOCIATION PLAN NO. L i t , SThe Commonwealth ofMassachusettr _ Department of Indusfizul Acczde7sis Office of Inve-stigations 600 Washington Street Boston,MA 02111 www.mass gov/ilia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LegiblK Name(Business/or�anization/IndividnaI): `Q Address: PO 9S 2 City/State/Zip: / YY�0,_ Phone#: Are you an employer?.Check the appropriate b - Type of project(required): 1.❑ I am a employer with 4. [ I am a general contractor and I have hired the sub-contractors 6. ❑New construction employees(foil and/or part-time).* - 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. [Remodeling ship and have no employees These sub-contractors have. 8. g-D—em-olition working for me in any capacity. employees and have workers' [No workers' comp.Lo rance tourP 9. Bail ' addition incttr�nCe required.] 5. 0 We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 1 L❑Plumbing repairs or additions myself-[No workers'comp. right of exemption per MGL 12.❑Roof repairs in rance requited_]t c.152,§1(4),and we have no employees. [No workers' 13.[]Other comp.incrn-ance regt&ed.] *Any applicant that checks box#1 must also fill out the section below showing their wmk='compensation policy mfanaation. t Homeowners who submit this affidavit mdicatiag they are doing all wodc and dim hire outside contactors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have r M employees If the sn�-wnt actors have employees,they mast provide then-workers',comp,policy anmbec I am an employer that is pravidutg workers'compensation insurance for my employees Below is the policy and job site information. Insuamnce Company Name: . Policy#or Self-ins.Lic.#: l Expiration Date: Job Site Address: City/swrlZip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A ofMGL a 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment;as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA coverage verification. I do hereby the pains enalfies o erjwy that the information provided ab a is true and correct Si Date: Phone# O,f 17dal use only. Do-not write in this area,to be completed by city or town off1daL City or Tovma if-PILse'I Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk`4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: L Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. . Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individnal,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and mchudung the legal representatives of a.deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency sha.0 withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with tine insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the.performance of public work until acceptable evidence of compliance with the insurance, requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)-ame(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partaerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter then self-iiisurance license number on the appropriate lime. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stomped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or pemit to bum leaves etc.)said person is NOT required to complete this affidavit- The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,tplephone and fax number. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investiptious . 600 Wasbington Street Boston,MA 42111 Tel.#617-727-4900 ext 406 or 14M-MASSAFE Fax#617-727-7749 Revised 4-24-07 www.mamgov/dia,govfdia MAY-24-2016 06:09 FROM:DUD 15082580077 TO:6468487587 P.1/1 Town of Barnstable ReguLatorp'Services ,L RI&xrd V.S=X Dkmdar Smldmg I IYWon : 'I'amParrl.BnfIdi�Commaissdanrs . . zoo MabL s.a7=,ia.MA 02601 • ' Offf=: 5094624038 Fsn 509-790.62�0 Pzope4 Owner Must Complete and Sign This Section If Usg A Builder I, ACd6liq ��n � ,as Qw=ofthe pble'apmpcaty to 2Ct=ZaybehA is an nut%=alatim to VD&=fio i na bprhis bmIC16g Pat. -Pphca*A for. , mdu-ss of jot;) Tool fences and a]armc are the=ponsibItyof the applicam Pools am not to be ELd or rtk&e d before fence is installed and all final. MS axe C 0=3Cd and accepted, , Sim of®w= _ _ Sig txxrc of Applicant MALCOLM K. MONTGOMERY 36 HADDEN RD SCARSDALE,NY 10583 - tel: 646-269-3477 email: mmontgomery@shearman.com May 23, 2016 To Whom It May Concern Re: Confirmation gf'Authority to Act 94 Holly Point Road, Centerville, iVassachusel.ts Ladies and Gentlemen: I am the owner of the property located at 94 Holly Point Road, Centerville, Massachusetts. Please be advised that I have authorized Brian.Dubay, builder, to act on my behalf in connection with all matters related to the demolition and redevelopment of such property. Should you have any questions,please contact me at the number shown above. Thank youOK.Malcom Montgome Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Super%isor License: CS4H=5 BRIAN L DIIBAY�` '- 31 SEAMANS LN: € PO BOX 256 = ; Brewster MA 0263J Expiration Commissioner 09/25/2016 .sa Office of Consumer Affairs&Business Regulation ( HOME IMPROVEMENT CONTRACTOR Registration 156162 Type: Expiration 6/7/2.017.: DBA B.L.D.RENOVATIONS..: BRIAN DUBAY 31 SEAMANS LANE BREWSTER,MA 02631 Undersecretary f i � f ,aco�r CERTIFICATE OF LIABILITY INSURANCE °"'�'�"IDDIYY'") `.� 6/2/16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHONZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAB: T Teresa Van R SwOOd Pike Insurance Agency, Inc. PHONE FAX 8 Main Street E-MAIL 508 255-7880 r No: (508) 240-2908 PO Box 1658 ADDRESS: teresa@ ikeinsurance.com INSURERS)AFFORDING COVERAGE NAIC 9 Orleans, MA 02653-241 INSURERA:*Commerce Insurance Company INSURED - _ INSURER B:Guard Brian L Dubay INSURERC: dba BID Renovations' INSURERD: PO Box 256 INSURER E: Brewster, MA 02631 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE ADOL SUBR POLICY EFF POLICY EXP I WVD POLICY NUMBER M/DDIY MM/DD/YYYY LIMITS A GERERALLJABILITY N N YW9912 10/25/15 10/25/16 EACH OCCURRENCE _ $ 1,000,000 X COMMERCIAL GENERALLIABILITY DAMAGE TORoNTED ccurrence) $ 100,000 PREMISE CLAIMS-MADE a OCCUR MED EXP(Arty one person) $ 5,000 PERSONAL&ADVINJURY S 11000,000 GENERAL AGGREGATE $ 2,000,000 ' GEN'L AGGREGATE LIMIT APPLIES PER - PRODUCTS-ODMP/OPAGG $ 2,000,000 X1 POLICY PRO- L� AUTOMOBILE LIABILITY - COMBNED INGLELIMIT a accident $ ANYAUTO - BODILY INJURY(Per person) $ ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS eracddent $ UMBRELLALIAB OCCUR EACHOCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ - B WORKERS COMPENSATION - N R2WC702130 3/30/16 3/30/17 X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? yN/A - E.L.EACH ACODENT $ 100 OOO (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Af7ach ACORD 101,AddiBonalRennrksSchedule,If more space Isrequlred) - Brian Dubay is excluded from the workers compensation policy CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ,. Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 387 Main Street Hyannis, MA 02601 + AUTHORIZED REPRESENTATIVE - Teresa Brown ©1988 2010 ACORD CORPORATION. All rights reserved. ' ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: L Doi_- 1 :280 9 142 10-15-2015 1 1 -57 Ctf T:2076.37 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED WE, JODY STAHELIN,PETER E. MASSIK, MASSIK CAPE REALTY LLC,a Massachusetts Limited Liability Company, ALBERT H. COLTON and JEAN F. COLTON,TRUSTEES of the ALBERT H. COLTON TRUST, u/d/t dated February 2,2012, an abstract of which is recorded herewith, all c/o 568 South Logan Street, Denver, Colorado, 80209 For Consideration paid of FIVE HUNDRED AND EIGHTY FIVE THOUSAND AND 00/100 ($585,000.00) DOLLARS Grant to MALCOLM K. MONTGOMERY and PAMELA B. MONTGOMERY, Husband and Wife,as Tenants by the Entirety,of 36 Hadden Road, Scarsdale,New York; 10583 with QUITCLAIM COVENANTS that certain lot or parcel of land,together with the buildings thereon,situated in Barnstable,(Centerville) Barnstable County, Massachusetts, more particularly described as follows: LOT 63 as shown on Land Court Plan 20239-C(Sheet 4) Said land is conveyed subject to, and with the benefit of, all matters of record to the extent that the same are in.force and applicable, The Grantors hereby waive any and all rights of Homestead in and to the premises, conveyed hereby and warrant and represent that there are no persons entitled to any rights of Homestead under M.G.L..c. 188 in the premises conveyed by this deed. - For Title see Certificate No.185173,Certificate No. 189524,and Certificate No. 198276. PROPERTY ADDRESS:: 94 Holly Point Road, Centerville, MA _02632 REScheck Software Version 4.6.1 CJ( Compliance. Certificate Project Montgomery Residence Energy Code: 2012 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,270 ft2 Glazing Area 19% Climate Zone: 5 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 94 Holly Point Rd ' Brian Dubay Centerville, MA BLD Renovation PO Box 256 Brewster, MA Compliance: 4.7%Better Than Code Maximum UA: 359 Your UA: 342 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. - Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,620 30.0 19.0 0.021 34 Ceiling 2: Cathedral Ceiling 360 38.0 0.0 0.027 10 Ceiling 3: Cathedral Ceiling 370 30.0 '19.0 0.020 •7 Wall 1:Wood Frame, 16" D.C. 2,000 21.0 0.0 0.057 90 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E a 311 0.280 87 Door 1: Solid 38 0.340 13 Door 2: Glass 66 0.390 26 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,270 30.0 0.0 0.033 75 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Montgomery Residence Report date: 05/18/16 Data filename: Untitled.rck Page 1 of 8 y _ REScheck Software Version 4.6.1 Inspection ,Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions".column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified` '<Field`Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, Construction drawings and JE]Complies 103.2 :documentation demonstrate ❑Does Not [PR1]1 "energy code compliance for the Q building envelope. ❑Not Observable ❑Not Applicable 103.1, ,Construction drawings and ❑Complies 103.2, "documentation demonstrate ❑Does Not 403.7 "energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable I•Systems serving multiple ❑Not Applicable ' dwelling units must demonstrate compliance with the IECC Commercial Provisions. f 302.1, Heating and cooling equipment is;, Heating: - z Heating: ;❑Complies 403.6 sized per ACCA Manual S based " Btu/hr " Btu/hr T❑Does Not [PR2]2 on loads calculated per ACCA Manual or other methods , Cooling: Cooling: ;❑Not Observable BJ : Btu/hr Btu/hr `approved by the code official. :❑Not Applicable Additional Comments/Assumptions: t 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13.1 Low Impact(Tier 3) Project Title: Montgomery Residence Report date: 05/18/16 Data filename: Untitled.rck Page 2 of 8 2012 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not 8 and extends a minimum of 6 in. below grade. ;❑Not Observable; `❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ❑Does Not j J ';❑Not Observable:. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Montgomery Residence Report date: 05/18/16 Data filename: Untitled.rck Page 3 of 8 _ Section fie - Plans Verid. Field Verified # Framing Rough-in Inspection Complies? Comments/Assumptions &Req.ID Value Value ' 402.1.1, Door U-factor. U- U- i❑Complies ;See the Envelope Assemblies 402.3.4 1❑Does Not ;table for values. [FRI]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, 'average). E❑Does Not ;table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 UNot Applicable [FR2]1 , I a ; 1 303.1.3 ;U-factors of fenestration products ❑Complies i [FR4]1 fare determined in accordance ❑Does Not :with the NFRC test procedure or taken from the default table. ❑Not Observable ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier 1EIComplies [FR23]1 :installed per manufacturer's ❑Does Not instructions. ❑Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 i is listed and labeled as meeting ❑Does Not IAAMA/WDMA/CSA101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable ;400 that do not exceed code ❑Not Applicable limits. ; 402.4.4 1 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. -]Not Observable I ❑Not Applicable 403.2.1 ;Supply ducts in attics are I R- i R- ,❑Complies [FR12]1 'insulated to>_R-8.All other ducts i R- R_ ❑Does Not to Iin unconditioned spaces or i outside the building envelope are! ;❑Not Observable ; ;insulated to>R-6. ;❑Not Applicable 403.2.2 ?All joints and seams of air ducts, ❑Complies [FR13]1 I air handlers, and filter boxes are ❑Does Not sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not g ❑Not Observable 1EINot Applicable 403.3 HVAC piping conveying fluids ; R-. , R- ;❑Complies [FR17]2 above 105°F or chilled fluids :❑Does Not g below 55°F are insulated to>_R- ;❑ '+ 3 Not Observable ❑Not Applicable 403.3.1 ;Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >_R-3. ❑Does Not e' !❑Not Observable ;❑Not Applicable 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Montgomery Residence Report date: W18/16 Data filename: Untitled.rck Page 4 of 8 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies?,Na, Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ❑Complies [FR1912 installed on all outdoor air ❑Does Not (intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 7TTEow Impact(Tier 3) Project Title: Montgomery Residence t Report date: 05/18/16 Data filename: Untitled.rck Page 5 of 8 Section Plans Verified, Field Verified # Insulation Inspection Complies? Comments/Assumptions &Req.ID Value' Value 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values ❑Does Not gJ provided. ❑Not Observable IE]Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel Not Observable ❑Not Applicable 303.2, ;Floor'insulation installed per ❑Complies 402.2.7 ;manufacturer's instructions,and ❑Does Not [IN2]1 !in substantial contact with the tgj underside of the subfloor. []Not Observable ❑Not Applicable 402.1.1, !Wall insulation R-value. If this is a R- R- ;❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the t❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 wall insulation on the wall [IN3]1 :exterior,the exterior insulation ❑ Mass I❑ Mass ❑Not Observable ; ;requirement applies(FR10). ❑ Steel ❑ Steel :❑Not Applicable 303.2 ;Wall insulation is installed per 10Complies [IN4]1 !manufacturer's instructions. ❑Does Not ' ❑Not Observable 1 ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Montgomery Residence Report date: 05/18/16 Data filename: Untitled.rck Page 6 of 8 Section _. # Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions &Req.ID Value Value £, '} 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies !See the Envelope Assemblies 402.2.1, ; ;❑ Wood ;❑.Wood ❑Does Not ;table for values. 402.2.2, 402.2.E ❑ Steel ❑ Steel ;❑Not Observable ; [Fill' { ; T❑Not Applicable + 303.1.1.1,iCeiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every l 1300 ft2. ❑Not Observable IE]Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that {extends over insulation. ❑Not Observable { r i[:]Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3I1 1 insulation>_R-value of the j❑Does Not :adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= I❑Complies [FI17]1 i ach in Climate Zones 1-2,and ;❑Does Not + <=3 ach in Climate Zones 3-8. I ❑Not Observable I ;❑Not Applicable 403.2.2 :Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 !cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in 1 ❑Not Observable j {tests,verification may need to ;❑Not Applicable .. i occur during Framing Inspection. i 1 403.2.2.1 ;Air handler leakage designated ❑Complies [FI24]1 [by manufacturer at<=2%of I❑Does Not design air flow. 1 ❑Not Observable ❑Not Applicable 403.1.1 {Programmable thermostats ❑Complies [fl9]2 installed on forced air furnaces. ❑Does Not + { ❑Not Observable i ❑Not Applicable 403.1.2 Heat pump thermostat installed `. ❑Complies [FI10]z on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 4034.1 Circulating service hot water ❑Complies [FIli systems have automatic or ❑Does Not J accessible manual controls. [-]Not Observable IE]Not Applicable 403.5.1 All mechanical ventilation system ❑Complies ; [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable IE]Not Applicable 404.1 ;75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not .fixtures have high efficacy lamps. ;Does not apply to low-voltage ❑Not Observable ❑ lighting. Not Applicable ' • f 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Montgomery Residence Report date: 05/18/16 Data filename: Untitled.rck Page 7 of 8' `Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions &Req.ID Value Value 404.1.1 Fuel gas lighting systems have ❑Complies [F12313 no continuous pilot light. ❑Does Not ❑Not Observable IElNot Applicable 401.3 Compliance certificate posted. J❑Complies [FI7]2 I ❑Does Not ❑Not Observable ❑Not Applicable 303.3 #Manufacturer manuals for ❑Complies [FI18]3 ,mechanical and water heating Oboes Not y� systems have been provided ❑Not Observable i❑Not Applicable Additional Comments/Assumptions: } 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Montgomery Residence Report date: 05/18/16 Data filename: Untitled.rck Page 8 of 8 2012 BECC Energy. Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 49.00 Ductwork(unconditioned spaces): Window 0.28 Door 0.39 Heating System: Cooling System: Water Heater: Name: Date: Comments Y JOB ! SHEET NO. OF TAYLOR DESIGN CALCULATED BY•� "a: � DATE �y 1 CHECKED BY —`A. L1.0{+ ,�/ �T ALE OD ....... _. ..... ..... ..... ... -. ..... �!ls.s Vie. ss-r -�azc�3 _� .... .... ..... .. .... ... _. _.. o4644 ,. PS ............ ... . h.06- -T,A,t 4 c,,r' o. . l�, 4 ` 7 ._ Ao 1...... 15�raFaR.C.�. ..c.� ... V T ...:.. . ................ 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All Cape 1nsulation & Supply1nc Post Office Box 1556 S.Dennis,MA 02660 Building Insulation Report Contractor: Brian Dubay Property Address: 94 Holly`Point, Centerville Insulation Yype Manufacturer Thickness Square R-Value Area Used Footage Fiberglass Batts Owens Corning 9" 3700 R-30 Flat Ceiling, Basement Ceiling, Garage Ceiling, Slopes Fiberglass Batts Owens Corning 6" 1030 R-19 Flat Ceiling, Garage Walls Fiberglass Batts Owens Corning 10.25" 370 R-38 Slopes Fiberglass Batts Owens Corning 5.5" 2080 R-21 Exterior Walls, Garage/House Wall Fiberglass Batts Owens Corning 3.5 565 R-13 Interior and Bath Walls Fiberglass Batts Owens Corning Fiberglass Batts Knauf Hi-R Board Atlas Intumescent Paint IFTI-DC315 Fiberglass Blown OC Pro Pink -12" 580 R-30 Flat Ceiling Fiberglass Blown OC Pro Pink T' 1040 R-19 Flat Ceiling Fiberglass Blown OC Pro Pink 8" 360 R-22 Slopes Closed Cell Foam Henry 1.8 Permax V 2300 R-7 Basement Ceiling, Slopes Closed Cell Foam Henry 1.8 Permax Z' 230 R-14 Rafter Ends Closed Cell Foam Henry 1.8 Permax 3" 160 R-21 Plates TM Closed Cell Foam Demilec Closed Cell Foam Demilec Certified: Date: 1 Home Improvement Contractor Registration#162656 Tr# 282518 f b ` . Office: (508) 394-5700 (800) 626-9276 Fax: (508) 394-2220 T F BARNSTABLE 19 pm '1 f :3 €�� e r € � ildin Air Ti Test Form : . Cusfamer irsfcsrm� } ing&Test Conditions Narrie.. Address: 2 Date qP Phone ` Email Tame BuEiding Add ress (>f different front above} f � Floor Area(ft} City/State: h T t#1 depress: ress: Teri i#2' Qepress 'Press: Pre-tesf:Baseline Pressure. Pa Ore-test Baseline Pressure: E (Fa Bldg Press Fr Rang, Fan Pes' Haw Bldg pro Flow RlnB Fan PAS Pe , lnstailed Cf1n ? "Pa lastalled ; •,Pa dim ' Post-test Baseiine sure "" (Pa) Post test Baseisne lire (Pa} Fan ModeI�SN , . Fars Maisel/SN 8 8 d�^) ` ACHSt}: ~�tr+' f fJr ACHSQ r ' .HERS Rater.Namond Cert;# d DHERS RaerSj e . Developed by aiivonred Bu11dt ttnatyzts,CLC t E 0 • 3• 0 O Vol BEARSE POND (e Gayer POM) 3� 3 C.W m4�jI 218 00' FOUNDATION PLOT PLAN DCE #,5-377 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #94 HOLLY POINT ROAD. CENTERVILLE,MA SCALE 1" = 40' DATE 7-25-2016 PREPARED FOR: REFERENCE MAP 232 PARCEL 42 MALCOLM & PAMELA CERT#207637 I HEREBY CERTIFY THAT THE STRUCTURE MONTG RY SHOWN ON THIS PLAN IS LOCATED ON THE �p�jN OF MASs GROUND AS SHOWN HEREON. o DANIEL q�yG off LOt362-454fesu fax sob-3s2-s o A. T.downeopexom® c� OJALA N 41 wa cape ealkeeraq Me. *N .aps civil engineers r �' �' 1-0 r '1 s s land surveyors !� ------------ -------- ----- 939 bfain Street (Rte 6Aj SURE 5!ARMOUWPORT AfA 02675 DATE REG. VEYOR 1 ... � r '4' �' �,.•ert ,fir �'�` ^11V 1 f ` 1 t i 1 � r I � � GENERAL NOTES - 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C. - C UNLESS OTHERWISE NOTED. A.6 • 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C. i - UNLESS OTHERWISE NOTED. 2_p. _ TP_ _. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH .. REVISIONS REVISION2 - N OPENINGS PRIOR TO ORDERING WINDOWS. REVISIONS ti REMDVE EXISTING REMOVE E%IST'G 4 B'-o• 4.CONTRACTOR SHALL VERIFY ALl DIMENSIONS 16 ADD LIVING RM. 6/13/17 2'_0• O.-O. t A''4' F.PICHIMNET BSMT HINCOW AND !T_7• PROP.M.BATH 3'- TRANSOM GUT OP'G FOR NEW - PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES ` REVISION 1 ANDERsFry Cs T i RESPONSIBILITY FOR ANY MISSING OR INCORRECT 1S ATTIC AV CLOSET 6/13/17 REPLACE EnsrG BsnT _ NEW cR-L - DIMENSIONS NOT BROUGHT TOTHE ATTENTION OF DOOR'W NEW W-O'W.PAIR ________11 CUSTOs INSWING DDoas. /`��� I I SPACE�� € THE DESIGNER. 14 DECK OUTDOOR 6/13/17 i- FIELD VERIFY HT. I vp I C ZS- (TTP') _ _ - I SHOWER 4 _- ---+'--L- ----L = -- - --- -- Y_, 'x 13 FALSE CHIMNEY 6/13/17 1 IO THICK x-B• I 1 - qp �$'`.! j - LOFT DORMER \ ' I CONCRETE WALL ON B V IL IN / IR I 1 6/13 17 50NOTIBE W/D1BIGPOOT i PROVIDE TINS , , �.�. 9�� 12 PLATE HT. FOOTING(BF20)FOR 1!I I -NON- - EXISTY.FNDN WALL 6 CONTINUOUS 20'.10' ® '�` O I. III COWnN SUPPORT ,y I I ! I I CONCRETE FOOTING. I 4 I. - 1. GARAGE RIDGE R1 (TYP.) , I 11 6/13/17 ABOVE(wP.) , , , , , FOUNDATION NOTES: III I EXISTING I I ALIGN EXISrG " I$ I I I ul 1.F 1 BASEMENT -1� AND PRtN'U'ED , , REVISE MUDRM. I b PRO✓IDE NEW 111111111FFF FLOORS ;I�, 1 PROPOSED 1 I O 10 CLG. 6/13/17 ` I / 1 _ CONIC.SLAB OVER IIII , 1 CF:AWL SPACE "-0 I C�D I.MAIN FOUNDATION WALLS TO BE 10°POURED ,'yII� I p JUL 31 7 CONCRETE Fc'.3000 psi, W/20 BS BARS TOP t REMOVE PORCH 1v' `\I 1 - EXIST'G IIII REMOVE EX15T'G NEW 2•COW. QM1_ 10 9 11/16/16 BSMT WINDOW I DUST CAP 1 ` I OO - BOTTOM.FOUNDATION WALL TO BE ON 10°x20°STRIP - COLUMNS / I REVISION 5 , I -R FOOTING..PROVIDE 30 OS HORIZ.BARS CONTINUOUS CHANGE GARAGE ` I I. REPLACE EXIST'G BEM IIII I e i I 0- - T IN STRIP FOOTING W/KEYWAY. PROVIDE P5 8 8 18 16 11�-(2)2.12 P.T. I I PRO✓IDE 3G'WIDE OP'G I Y i � �®' ,\ / / BEM,DROPPED 1; I W/NEW(3)I-y'A-Y• TO ACCESS PROP. 1 I _ I PA RN. a eY,�nq Sys-�(�ye VERTICAL DOWELS!24'O.C. EXTENDED 3'-6'MIN. WIN.TO DOOR 1 MICRCLLM,DROPPED IIII CRAWL SPACE. I I I I "s!'O'J 2/"'1 V L tgg---••• ABOVE PROPO•'ED G.n.U.CRAWL IBI- GQJTRACTOR TO VERIFY: IU'THICK.t1'-D' I 1 }- BOLTS TOP OF F.MAX. PROVIDE SE ANCHOR ' v SPACE RETAINING HALL LOCATION IS CLEAR OF I , CONCRETE WALL ON GRANGE IN ` x3 . PLATE WASHER.MIN.7 EMBEDMENT S/1H 16 III 1 I a2 CQfTWUQ15 1618' I LOAD CARRYING CANT. I I CONTINUOUS 20'.V I I FNDII • • W/ E EXIST I I •� H - Q BOLTS STRUCTURAL STEEL COLUMNS TO BE 35' 6 FLOORM 8/18/16 CONIC. OTING PnTS. CONCRETE FOOTING EIGHT DECK ------- ---- -------- ---------- :LOCATION 1 -- --- - - I CONCRETE FILLED LALLY COLUMNS TO EMEND TO .y; !✓'Y -;, I - L•Fi I FOOTING BELOW.PROVIDE 6•.6•x45'GAP PLATE t CHANGE 7/27/16 ` III h10 P.T.LEDGER W(2) � 1-- - ---- -------���-� - --- _-- --_------ ------�-�- I it _ T°.12°xV•BASE PLATE W/2p W DIA.BOLTS.WELD 4 W OW MOD EL ' IIII' I 1 - ALL CONNECTIONS.FOOTINGS TO BE 36'x36'x12° 3 REMOVE CHIMNEY 7 / NI DIA.BOLTS•IG'O.C. 1 ' 1 t IS'-0' I I ALL CONCRETE W/3@ RS BARS EACH WAY. /27 16 O (TTP. i I EXISTING EXISTING I�p ' 'tj'2 27 GA PROP.GARAGE 3. LE F JOISTS UNDER ALL PARALLEL L NEW BSMT WIN. 7 27..................................................... PARTTIITIIONS.LOOK / /i6 ......................... ..... .............. ......................... TS 5 4"POUREDm. T............. .. 1T ..........F. 4.cpNCRETE sLne OBE CONCRETE a+ NEW BSMT DOOR 7 27 16 I -il IP.T. II - A6JILT P.T.HEADER COMPACTD FILL.PROVIDE CONTRACTION JOINTS I° 5T'G C.n.U: 1 / /PIER N)LL9 AND 1 , 1 III I' I BDEEP AT COLUMN LINES.CUT W/'EARLY ENTRY' PIERS(TTP.) GxG P.T.4, , ,. I i J, ITA.5 A.5 SAW- REVISION DATE IfII I 'I (TTP') S.CONTRACTOR TO PROVIDE CRAWL ®COPYRIGHT I�Lk1 -TIIF- j SPACE/BASEMENT VENTILATION AS REQUIRED BT i<I [it I g I - I'll 1 1 -\- �. CODE(WINDOASVENTS OR MECHANICAL) NORTHSIDE HEREBY EXPRESSLY RSERVES ITS R 11 REVISION 8 REVISION 6 1 I COMMON LAW COPYRIGHT. O D I III EXISTING DECK AND i i� I IIII I 1 WINDOW TO0 206D; THESE PLANS ARE NOT TO BE REPRODUCED, �{ i DECK STAIR TO BE r. I I IIII ,".1 '-6 ` T'_p• 4 FIBERGLASS 6.CONTRACTOR SHALL ENSURE THAT ALL CHANGED OR COPIED IN ANY FORM OR - 11 DEM7LISNEO. '' I IIII '1�.I FOUNDATION WALLS MAINTAIN 4-O MINIMUM COVER. FIRST ENTRY DOOR F ON W ER. MANNER WHATSOEVER WITHOUT w I CONSTRUCT NEW R, I _ ___ _ _ JLL` DECK AND 9TAIR TO 1; 1 EXISTING CRAWL SPACE' BB I 1. I y 4b 9i .-,-v�,-. ;.. R'Y. 4 '� T- „j;ii`. .P 7.PROVIDE WEB STIFFENING PLATES AT BEARING PERMISSION AND CONSENT O---- OBTAINING THE EXPRESS F WRITTEN w I v REPU.AGE IXISTG 1 1+; 1 ' , - POINTS OF STEEL BEAMS(TYP.). DESIGN ASSOCIATES NEW lllT-1 I L.I ! 1 ----- ---- - --- -- --- -------------------- PROVIDE -=Y - 1 , CONIC.SLAB OVER I `�' I.- I S.5EE STRUCTURAL DRAWING5 FOR LOCATIONS OF �I EXISYG _IIII I •� 1.' 1 1�L• F� .1s I 1 I ALL STRUCTURAL COLUMNS. BUILDER: PROPOSED I 1 O I III , : BII I I I I T6'ANCHOR B0.TS 36• I I - 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR BLD I ;' I GARAGE SLAB I O.C.MIN.7•EMBEDMENT I DIMENSIONS.ANT MISSING, INCORRECT OR I ::a I I. , QUESTIONABLE D:MEN5QN5 NOT BROUGHT TO THE 1; I (3)b10 P.T. W/3'v3'.i'PLATE W4511ER' 1 I - HEADER 1 •: I (TTP.) I I ATTENTION OF THE DESIGNER BECOME THEnovations I B b12 P.T. I BEM,DROPPED I REVISION 5 I CL <'CONIC.SLAB ON 10 nR I RESPONSIBILITY OF THE CONTRACTOR. l` �HR'� - I '. REPLACE COST-G BEM IIII. I Q' - Q' 1 .� VAPOR RETARDER I I I _J '^' , W/NEW(3)I-;r,'.9-JS' Bit I I - - 1 BACKFILL WITH GLEAN -- I - DROP TOP pF HALL I I 10.INTENT OF DESIGN IS TO ALIGN NEW FIRST (508)2 55-5 I A�IILL ,} - I 12•@ DOOR OPENINGS I - . pe 1 MICROLLM,DROPPED _IIII -- T - -_ - COMPACTED FILL - I I bldrenovat ons eom m 1l I I FLOOR SPACES WITH EXISTING FIRST W FIR. IQ , EXIST'G BSMT I r I (TTP') ,_ I CONTRACTOR SHALL ADJUST TOP OF FOUNDATION VENT I --- ' __ : I. I WALL AS NECESSARY TO ENSURE DESIGN INTENT. III r I PROVIDE 1 , _- \` T T I - I PROVIDE I LATER 5/5•TYPE I I I III I 1 KEBABS 12'O.C. ,Il.i I 1 1 I •X•FIRECODE GWB ENTIRE I I VERY.IN EXIST.i I I \ -, I GARAGE A CEILING I PITON SLAB 16'PER FOOT 1 I w to.GARAGE AND OTHER FILLED FOUNDATIONS: I I drl ` - 1 au. - 10'POURED CONCRETE WALL W/2@ 05 TOP AND DESIGNER: I I f]2CN WALL 1B1_ ALIGN FXISrG I PROVIDE M•DIA, I ra I I p� SONOTUSE W BIGFOOT I I < BOTTOM BARS.FORM FOUNDATION ON 20'r10'STRIP NORTHSIDE �• NEW 66 P.T. r, I IST'G BSMT BII FANDLOORS PROPOSED I , - I O .• wNIXJH y FLTpRg I I FOOTING( FOR - I __________ _____________ __ I .0 V FOOTING. ICE 2@ iN0005 HORIZONTAL lu (TOOl'P.) v� , 1 ;' T i I-_---- I = NQ BARS AND KEYWAYIN STRINP FOOTING. LAP TOP DESIGN __ __ ABOV-CTP J - J - I BARS TO MAIN WALL BARS.PROVIDE TRANSITION ` c_ ___ _ _ _ __ -__ _ I -•F TS GTO.BASE COLUMN TS 5TD.BASE CPLAT , I S i� --- --- - r TD BASE PLATE I 96-STD.BASE ANCHOR I a - REINFORCING W/.5 BARS SPACED @:R O.C. ASSOCIATES 2-Y'DIA.ANCHOR t 2-Y•DIA.ANCHOR j I VERTICALLY.PROVIDE�'x 12'ANCHOR BOLTS @ _____ __-_____ _ __ ---1 I - 1-,,,,(((( ------ _--- --- _ ] BOLTS TTP. I BOLTS TTP. I 36°O.C.MAX.MIN. EMBEDMENT W/3'x3°xY•PLATE _ RIVERESIDENTIAL&COMMERCIAL DESIGN 1'-2• 1 1, , 1 I 1 1 WASHER, • DISTINCTIVE �:• I I I III' bY1 .!1' . I I 1 L : AIN Si EET•YARMOUTHPORT•MA 02675 m III III LEDGER W/(2) III 1 C.M... I I PRANCE 3i'WIDE OP'G O. ANCHOR BOLTS 1 36' 1 •. I , I C.M.U.FNDN: 1 TO ACCESS PROP. O.C.MRN.' EMBEDMENT 1 I'DEEP CONTRACTION , .I ��.•}J 2210 (508)362-9802 I I I I I 1 III 0 DIA.90.T5 W i a'.- WALLS TO`I I CRAWL SPACE. WC3•.3'.1:'PLATE WASHER I ' I - - I - I N I I I I I I •IG'O.L, 1 BE CONTRACTOR TO VERIFY I JOINT CUT (TH.)RUT i THSIDEDESIGN COM 1B RETtO/ED ( ') ENTRY 5/•W(TTP.) 1 [` LOCATION IS CLEAR OF id,l@mm�t.net 51 I /��I�,1 LOAD CARRYING CONT. ----1 ->' -f_ _____1 - POSTS. 1 I I - / PROPOSED 10'THICK.t4'-B' a I' ItY THICK•f9'-D' 1 tom.. f P W - CONCRETE WALL ON I CONCRETE WALL ON -_ . � �.'C c/ CRAWL SPACE - i 1, - I (2)h12 P.T. CONTINUOUS 20.10' I CONTINUOUS 20'.IO $ N REVISION 14 III BEM III / 1 NEW 2'CONO. - CONCRETE FOOTING. ul DROP{'ED ( \ ( DUST CAP CONCRETE FOOTING. 1. ,, I DECKS.EXTEND 'uI v SOVTSWEST DECK b10 P.T, \ / 1 10•THICK.t4'-2' VERIFY CHANGE IN 1 '3 I - I I ' `' LOR CORNER OUT AND LEDGER W/(2) I CONCRETE HALL ON FOUNDATION HEIGHT _ _ _ J 11 _ - ;s , ? -- r -____ VEEEOUTDOOR 1111 %•DIA.BOLT5 IN / I CONTINUOUS 20.10' LDc,TQJ 1 - f_._..' W 1 1 F! - _ - (S,.a .� D"CY.,$• + I v O� E N LLC DECK I BI R,TO SIT ON •16'O.C. IIII / 1 'CONCRETE FOOTING. k ^- " - } Y 3 •' --�_ �____________________ r -- --------------- FIBERGLASS _ _ _-1-7 _ _ . �\ _____ C CHANGE TYRbK. ) / \I I 1iL'vE i G -VV,?. ..:.�: I - iV HINDOW TO 2DLD: �L �L -- .-ram- a -. s 7'-O L -- ------- --- --------- -- ----- - e WALL KEY ----- -- _ ENTRY DOM Y - _ _ �E�E P)VENT - REVISION DECK - EXIST'G C.H.U.FNDN WALLS TO POSED '-3 '-11'yt4 '-I1�4 '-Tt - - Ti�1 REMAIN XIS IG G.M.U.FNDN WALLS TO NTGOMERY O'-qL'• q•-O �1•_0, _ L ____J BPRROPO DEB'COW.BLOCK �- RESIDENCE 4 4 RETAINING WALLS.HEIGHT TO •���94 HOLLY POINT ROAD _ BE FIELD VERIFIED. CENTERVILLE,MA. PROPOSED IW POURED CONIC. . _- FULL HEIGHT FNDN WALLS TYPICAL NOTES: As A.s A.5 ATION FOUNDATION PLAN PLAN " I. CONTRACTOR SHALL SITE INSPECT ALL EXISTING V5. PROPOSED g CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ PROPOSED AREA CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY SHORING ETC.TO MAINTAIN/PROTECT EX15TING'HOUSE AND STRUCTURAL a' DESIGNER E ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE INTEGRITY CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL 2ND FLOOR L HOUSE. 1 ST FLOOR IVING NG 516 SF " NG 1673 SF ENCOUNTERED. ' NOT TO SCALE 2. CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY THE EXISTING HOUSE COMPONENTS AND INTERIORS DURING CON5TRUCTION TOTAL LIVING AREA 2189 SF THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND NEC AMID CONSTRUCT 49UTEMPORARYSUCH PROTECTION.STRUCTURES NCLOSVRES AS MAY BE NECESSARY TO ENSURE SUCH PROTECTION. GARAGE 659 SF THAT MAY PREVENT THE SUCCESSFUL COMPLETION OF ANY PORTION 5.STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION DECKS/COVERED PORCH 610 SF OF PROP05ED BUILDING. CONTRACTOR SHALL NOTIFY DESIGNER OF PROJECT#: SHEET I~ - SUCH WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE B7 INTERIOR TOTAL OUTDOOR SPACES 1269 SF PRIOR TO MAKING ANY ADJUSTMENTS OR ALTERATIONS TO WALL PLASTER BOARD/FINISH. _ /� •O PROPOSED BUILDING AS PRESENTED IN FINAL CONSTRUCTION - - 15-2H. A DOCUMENTS. - TOTAL AR EA 3458SF - DATE: - OF 05/25/16 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C. * UNLESS OTHERWISE NOTED. a 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C. _ - • UNLESS OTHERWISE NOTED. • _ ° .. . - C 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH REVISIONS ' A.6 .. OPENINGS PRIOR TO ORDERING WINDOWS. - 16 ADD LIVING RM. 6/13/17 4:{ONTRACTOR SHALL VERIFY ALL DIMENSIONS - IHANSOM • PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES 15 ATTIC AV CLOSET 6/13/17 • - RESPONSIBILITY FOR ANY MISSING OR INCORRECT y_p• - ]I'-D _ DIMENSIONS NOT BROUGHTTOTHE ATTENTION OF 14 DECK OUTDOOR 6/13/17 - THE DESIGNER. SHOWER REVISION 3 � 13 FALSE CHIMNEY 6/13/17 _ REMOVE EXISTING HOOD '_(eV2• o'-ql�• ' 12 LOFT DORMER 6/13/17 BURNING FIREPLACE AND - cNIRIET AND PROVIDE __ : PLATE HT. NEW olREcr VENT GAS ------- E GARAGE RIDGE F.P. nvnoalD Tw21o4ID ' - 11 6/13/17 _ BEAMS ` � r-IN - •Bla+cu - - - 10 CLGISE MUDRM. 6/13/17 • jt4 {{ 7fi t �lii �- vl — REMOVE PORCH } � sHowE 9 COLUMNS 11/16/16 III _� - „ p _ 8 CHANGE GARAGE 81816 1 t�.REVISION 4 ; PRwIDE FOR F - g WIN.TO DOOR / / q TELEVISION F q INSTALLATION I 2�- PROPOSED -2. ABOVE nANrEL I •'� MASTER BEDRM. _ - 6 REBUILD DECK 8/18/16 t 11� I f tj 1 11 912 9,12 - i CATHEDRAL ( S 8/18/16 CLG.RIDGE I _16 FLOOR REFRAME EXIST'G PROP. PROPOSED y 8 � _ 1 I h - / - 4 7/27/16 1 ' - - CHANGE DECK LIVING AREA CL I I I - PaoP. '�', - - WINDOW MODE j M. AT 8 e { � P- [ ( I `�? gg , 3 REMOVE CHIMNEY 7/27/16 •. 1 t I I r -� - 2 NEW BSMT WIN. 7/27/16 P '°` ,. ss CENTER SLIDER - ®I . : Q1 FOYER i o`. _ 1 NEW BSMT DOOR 7/27/16 ACROSS, I � , • . i i! 3068 FIBERGLASS- f 4 4•Yl L ENTRY DOOR W/h vf�SLI( 1 NO. REVISION DATE [f{{.1 f.• ` _ DORnER ABOVE I - - 14'w.51 DEL ITES _� PROP.II � - I } I PROPOSED' �• COVERED W COPYRIGHT 7t7t7t p V ITS R - PORCH I NORTHSIDE HEREBY EXPRESSLY RSER ES I FOYER' I D ................................. .... { .... ............................... I........................ .....I.....'::::.:....... ........... .......................... -: -..............;......... PROPOSED COMMON LAW COPYRIGHT. A.6 . i� • t t 1 ,�-I PROPOSED I 6'-G46'-0'+i (FLAT CEILING) t(�tjflti�11 Q q,6 - WALK THESE PLANS ARE NOT TO BE REPRODUCED, t3[ 1' Ilo DININGAREA I DW ED I I BDxN 316a I1.1 OR � ON.zR o. - ° - .. f ! f I OP'G a n j MANNER WHATSOEV, CHANGED OR CO DER WITHOU IN ANY T FIRST O '{ 1 OBTAINING THE EXPRESS WRITTEN 2668 _ { j PERMISSION AND CONSENT OF NORTHSIDE CATHEDRAL {i 1 j CLG.RIDGE Ll�fi���t � DESIGN ASSOCIATES t REVISION6 11iS l��l. i I .,. TPTRI .PR EXSi,. AND STAR TO BE { 2•-0 -G O '-I '-6 '-6 '-T3� 27'=EE2T N - I , - BUILDER: __ OP. I E%ISTG a PROPOSED BLD E IXISTG r h ) - - LL I I BATH NO.2 WALK - 1 {{ PROP II N . _ t I j1 I •I I j li PROP. — -- 2 ••. . /LV YWLW/LS f { kj KITCHEN 3' • � I " cli' r— Isaelsss.aTvs I • m -1 1 Z bId( n mi."co INK I =� f REVISIONS I• - .v BASE - - 1 jllf I r _�I " * 15PSB .,HD E TO 20GB 1 � '.•}"' O I \/ I i FIBERGLASS - - � I CL R VISION 10 ' 1 I^ DESIGNER: 4'-048'-4' I /\ 1 ENTRY DOOR �o ISLAND I i I I / \ I R E ALL 4: ° , NORTHSIDE L Jc___ _�I "_ MU Rn.P'fRCN: CL tI - v PROPOSED I 8 DESIGN o y I UMNS _ fit,1 BAR SINK _ --_ v t I I SNEAK A�CCE59 r, w ---- - --- GARAGE I _ STAIR ABODE. ._--__ - 23Y265' DROP I' _------ ASSOCIATES �' CLI DECK, - _ ry E i I ! I CLG.RID(.E I O I FLAT ._ - '- PROPOSED - I DISTINCTIVE RESIDENMLB COMMERCIAL DESIGN I • OW' PROPOSED _ .COVERED PORCH L—————_— j ___ 30'OVEN - LINE — — Aj I _ - 141 MAIN STREET'YARMOUTHPORT'MA 0267S I ` } - i— BEDROOM NO.2 —: REvisION7. .— -__ — ------- ---------- — i 1. —-———— —_ _ 1SOSI 362-2210 15061362-9802 a 3 - — NOflTHSIDEDE6IGN.COM E t # r-- rthsidel@cD azt et DQ DROPPED I ^ 1 I } —3'-O-w-°' DN.IR. CENTER . la'IIlI ' gill► f I I WAND�X I,I i I STRUCTURAL ENGINEER: {I{DN.2]R PROP OPY. PROP. DECK HALO cW API e, iii Y666 NT cZ PROP: -_ I L J o TAYLOR __ CHANGE O MI.ID 2 S, STAIR ${{tt{ _ _ _ • .w. DN. CHANGE TW2B46 it - ���il �,. E -- - ABOVE LLC DESIGN�, ROOM : WIN DW TO ES wY8 LINEN 3� -- — --- FIBERGLASS 20i0 - I _I 'DORnER 1 _ 7 _ �I= Ili ,! ' I i 44 ry:,gBpyE ENTRY Da]R �.,PROP.R - CONC. I I} - S96S - � _ REVISION 14 APRON R VISION 13 E ( OUTDOOR ¢:1 KK VANITY� N p -_ -_ v;BENC OECK5.EXTEND SwTNWEST i�. i SHOWER PROP.„ I I w_ PROP. CLOSET_- CUBBIES F2 RE-RATED P L————— — PROJECT BATH PROPOSED DECK CORNER OUT AND I1O✓E ( I.+E !T•!I LAUNDRY E, - - —— SHOWER E wroaoR SHOWER To'IT ON ,' t, ��� � NO.3 DECK I T ON DECK m I L . M NTGOMERY II I O I�]•. + �� (r � '. I '-.L .-*2 0..E _ AR t - Sa6 NOTE,WIN A TO BE - NCE lI�l �II „Z ALL DOWS RE RESIDE - , �' - ERSEN 4oD SERIES 4 HOLLY POINT ROAD 'y AND S l g 2-- '-O° '-b' o'-o' '-b '-I �. '-d4 3' 4 ]-, WV APPLIED GRILLES CENTERVILLE,MA. INSIDE AND OUTSIDE _ 2r-0 :1 TITLE' 1ST FLOOR 1ST FLOOR PLAN s A PROPOSED AREA PLAN 1ST FLOOR LIVING 1673 SF 2ND FLOOR LIVING - 516 SF NOT TO SCALE • TOTAL LIVING AREA 2189 SF GARAGE 659 SF DECKS/COVERED PORCH 610 SF PROJECT#: SHEET Q - ' TOTAL OUTDOOR SPACES 1269 SF TOTAL AREA 3458 SF 15-28 A.1 DATE: OF 05/25/16 12 WLE/30LT iE2<4 PM GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C. UNLESS OTHERWISE NOTED. - 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C. UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH REVISIONS OPENINGS PRIOR TO ORDERING WINDOWS. 16 ADD LIVING RM. 6/13/17 N _ 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONSTRANSOM PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES 15 ATTIC AV CLOSET 6/13/17 RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TOTHE ATTENTION OF 14 DECK OUTDOOR 6/13/17 THE DESIGNER. SHOWER 13 FALSE CHIMNEY 6/13/17 LOFT DORMER 6/13/17 _ - PLATE HT. 11 GARAGE RIDGE 6/13/17 BEAMS C B A 10 REVISE MUDRM. 6/13/17 CLG. 9 REMOVE PORCH 11/16/16 1 COLUMNS S W N TO DOORGE 8/18/16 - - 6 REBUILD DECK 8/19/16 .. , • 27- REFRAME EXIST G / /16 `-�1 -5 FLOOR 81S . - 4 CHANGE ODE 7/27/16 • - - 3 REMOVE CHIMNEY 7/27/16 ------- - 1 I a 10 `1m10 as o 2 NEW BSMT WIN. 7/27/16 I GARAGE GARAGE ROM _ 'ROOF _ 1 NEW BSMT DOOR 7/27/16 BELONG BELOW • 5 - i I - - - NO. REVISION DATE 4'WALL. - x 4'WALL 1 .. _ B COPYRIGHT I T NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON UAW COPYRIGHT. I - THESE PLANS ARE NOTTO BE REPRODUCED, CHANGED OR COPIED R ANY FORM OR I , MANNER WHATSOEVER WITHOUT FIRST I 26'=( .�� _ V STAINING THE EXPRESS WRITTEN POR ROOF REVISION 10 IBOHEIAv PROVIDE WET PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES - RAISE—ORI9,CLG. INETRT . . JOISTS TO FLUSH W. 1 P R CLIENTS DORI'IER HEADER. .r PUSH TOP OF WALL • I'.. _ - ER. - SEPARATING 1'WDROO7N - HALF w N • - -FROYI SPACE OVER OPEN SHELF - WALL _ - - . PORCH CLG.OUT SIB' ___ ___ .. BUILD ' ADD INSULATION PER ___ -'PROPOSED ___ BLD CODE ON.WR LOFT - M [/ Renovatio OPEN TO r_ •. (508)25s 7 95 . - - MUDROTOM1 �.1-'I ,. blmenovmlon:.com BELOW JII, . _ OPEN RAIL i 4'WALL DESIGNER: e�"E GARAGE I ' � NORTHSIDE CLOSE 011 - MASSOCIATES DESIGN rI n<Er WALL - On ROOF I BELOW - . 1 --AR551STATIONPRV 031 4010 DHP 1 1 - 4310 4 10 I' O - I ------ --"'_—, -- ------- , -------- ----- � DISTINCTIVE RESIDENTIAL&COMME0.CIAl DESIGN _ - 141 MAN STREET'YARMOUTHPORT•MA 02675 I EO. 15081362-2210 ISM)362-9802 7--7)2 27'-Ek' - _ _ s _ NORTHSIDEDESIGN.COM - - ' northsld4l[comc .n . ' I'-D° STRUCTURAL ENGINE ER: TAYLOR DESIGN LLC C B A - PROJECT: PROPOSED MONTGOMERY .. - NOTE. ' /'` - • ALL WINDOWS ARE TO BE RESIDENCE ANDERSEN 4W SERIE5 94 HOLLY POINT ROAD 2ND FLOOR PLAN WV APPLIED GRILLES CENTERVILLE,MA. .. - IN51DE AND OUTSIDE TITLE: 2ND FLOOR PROPOSED AREA FLAN • - - 1ST FLOOR LIVING 1673 SF 2ND FLOOR LIVING 516 SIF TOTAL LIVING AREA 2189 SF NOT TO SCALE GARAGE 659 SF DECKS/COVERED PORCH 610 SF pROJECf ri: SHEET TOTAL OUTDOOR SPACES 1269 SF . - • °• TOTAL AREA a 3458 SF 15-28 A.2 . - DATE: OF 05/25/16 12 4/15lN1T 2:SNl R4 .e GENERAL NOTES • { ° 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16",O.C. UNLESS OTHERWISE NOTED. - REVISION 13 - 12 '- - PROVIDE NE. - 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C. t 9CHIMNEYIMUNLESS OTHERWISE NOTED.' ... _ E ROOF SHING FALSE ME LES •GABLE END, ErAL DRIP EDGE SYMMETRICAL 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH • s•cRowN - .., - OVER RIDGE. - - ' REVISIONS - ' I.,FLUSH FASCu ' - OPENINGS PRIORTO ORDERING WINDOWS. •, ANDERSEN TRAN901T wINDO. ® - REVISION 3' - 16 ADD LIVING RM. 6/13/17 w 2' BSILL - - 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS TRANSOM - I=6 FRIEZE - REMOVE EXISTING I=6 CORNER BOARDS - - 'PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES t w.C.SHINGLES - cumNEr - 15 ATTICAV CLOSET 6/13/17 ,. RESPONSIBILITY FOR ANY MISSING OR INCORRECT - c - - courwuous Ii1OGE • DIMENSIONS NOT BROUGHTTOTHE ATTENTION OF' DECK OUTDOOR vn Plrcu VENT(TYP.) - 14 DORMER RODE.RASE - JZ_ 1 .THE DESIGNER. SHOWER 4 (TYP Tale _ - ARCHITECTURAL GRADE 13 FALSE CHIMNEY 6/13/17 1=B TRIM - 1 ASPHALT.ROOF - , GARAGE, 'y SHINGLES(TYP.) y � � 12 LOFT DORMER 6/13/17 eorr c�G:.JOISTs _ _._ _ _ — - 1 PLATE HT. - plTcu i 12 _ 11 GARAGE RIDGE 6/13/17 .. RA G_-EXTENDED. / RAKE-EXTENDED e—P W -) 10. REVISE MUDRM. 6/13/17 (TYP T I*3)TRIn. '. Id TRIMTRIM _ - 4 I=B TRIn. 147 PITCH 1 1.6 RAKE SOFFIT n.'B4T, • I=4 GABLE SOFFIT I=6 GABLE FRIEZE B T CLG.JOISTS - .9 REMOVE PORCH 11/16/16 1.1 GABLE FRIEZE. - —'— — — — —'I —-— — — — — — — — COLUMNS I� CHANGE GARAGE ' 'Y ALIGN 1WLOJ6 TW2BE6 TV✓10Jfi ALIFNT9 I. M.'BATHH, - $ 8/18/16 12P ROOF e4VE iTw.1 WIN.TO DOOR &. ATTIC/GARAGE. SOFFITS 1' I=B FA9C14 TOP OF.ELATE - - 2ND FLOOR_ _. _ _ _ _ .I _A70miuh GUTTER8/18/16 SOFFIT .. ••• • RODE EAvE(TYP I�-h-p) TWROIit 1 1.10 FRIEZE•............ ....... - ,... -.5 REFRAME EXIST'G 8/18/16 I=B FASCIA� - ALW11NUn GUTTER •. - - ' .. -1.1 SOFFIT 1 .WINDOW/D[bR TRIn ' FLOOR / I=w FRIEZE ® 1 1DRR•IP G^P,w t• ��, 4 CHNDOW MODEL 7 17/16 j ~ I- 9'-0°W:=B-0'H ._...�. ,.:,..1 v - 1 I=6 HEAD CASING ' - WERREAD GARAGE DOORS I=S JAnB CASING. - •3 REMOVE CHIMNEY 7/27/16 1= LNG AND W B JAnB.CA9 i I=10 HEAD CASINO WITH' DECORATIVE CROHN TWLOJ6 TW1036 •,C'.SHINGLE 51DEWALL• - { 2 NEW BSMT WIN. 7/27/16 ` DOOR STYLE T.B.D. I 9',IXPOSIIRE CTTP.I a' A - M5rG]PROP:, - ,-t- - i IXIs Isr F o o „ 1 NEW BSMT DOOR 7/27/16 1ST -FLOOR - - ` — —v._.—.._._._ _ - . 1=5,1=6 CORNER BOARDS PAINTED WHITE(TYP.) NO. - REVISION DATE PROP.GARAGE SLAB. -. > 6.6 P.T.POST W B 1 _ - - '. -ELEVATION f41.9' - 1 - .. - I SGUARE COLVnN WRAP I t a - _ ®COPYRIGHT W DECORATVE CAP _ d- PROP.CRAHL SPACE, , RSERVES I 1.tl.AND B4SE CTTP.2 _ _ _ — — —.14'- — — — — — — —*_DU9 CA - COMMON LAW COPYRIGHT. . •..•.. 2-O°-Y "' 24--0. - EWTN — — — — .'a THESE PLANS ARE NOT TO BE REPRODUCED, GARAGE ` I'9' w n BI6B flBERGLA59 ENTRT M. - CHANGED OR COPIED IN ANY FORM OR I 1 •-.' DOOR W b 14'W.91DELITES. , _ - _ r _ 1 OBTAMAN NI WHATSOEVER WITHOUTWRITE FIRST STYLE T.B.O. <� + - - - OBTAINING THE EXPRESS WRITTEN Y CONSENT OF NO T SI PERMISSION AND CON T R H DE e . rl__________________'___ __-__, '• - •' • . DESIGN ASSOCIATES BUILDER: a �. ... BID Renovations EAST ELEVATION; y ' „. - ' < ;, • ..r - nova[ons.<om 13 - b �9 Idre y + - f•. r . . _ - - DESIGNER: FALSEPROVIDE NEw 5�i5'BQIARE - END, CHIMNEY.GABLE - - y -® NORTHSIDE _r. a ' F ...• -� - z END.STnnETRICAL OVER .. � .. -. RIDGE. a DESIGN F REVISION 3 s a' ASSOCIATES _____ �4H2 PITCH .. 4,12.PITCH } t REMOVE EXISTING "..1__ _ .� CHI—CT I - DISTINCTIVE RESIDENTIAL&COMMERCIALDESIGN .I;. 141 MAIN STREET'YARMOUTHPORT-MA 02675 (508)362-2210 (S08)3fi2-8802 ! „ I 1 • - _ 1 GARAGE, RTHSIDED IGN.COM 12-I2 PITCH BDTT CLG.JOISTS n rthsidel@comcart.net - i „F - 1 ,. 4,12 PITCH r , ENGINEER: STRUCTURAL DORMER, TAY.LOR PLATE - ._.— — _._ _._ _ _.— _._ �M rr _ — § DESIGN LLC <• ' i .. - ]" ® ® 1-11 12:12 PITCH AR,551 .. _ ,'12H2 PITON - TOP.W PLATE — ;.GARAGE. I , .. a 2ND.FLOOR REVISION 14 ^r DECK! EXTEND ._.. . .. - - ' PROJECT: REVISION6 SOUTWEST DECK PROPOSED a EXISTINGKSTAIR DECK AND MOVE ER OUT OUTDOOR D r �v -@ - DEnOLISHED.TO BE SIgwER TO 51T ON - .. -MONTGOMERY - _-.�a � RESIDENCE _ - casTRucr NE1J oKK -'41 - p _94 HOLLY POINT ROAD DKK AND STAIR TO REPLACE EXIST'G :.r i a :CENTERVILLE,MA. 11 IL MST'G I PROP, r - TN2846 IST FLOOR_ _ :. _ , TITLE P IDE LATTICE— ELEVATION m4L9'+ ' ELEVATIONS y •^ "' '. Z. GARAGE SLAB. SCREEN AROUND - — — — — — — — — — — — PERIMETER r _ .. OF DECK - - - 'P.T. REVISIONB • BEHIND-LATTICE I. "' •- - - _ '.ICHANGE TW2B4G (TTP.) _ - " 1 I WINOOH TO 2N6 r FIB LA55 ENTRY NOT TO SCALE r :------ -- ------------- ------ ' > r' -- . --- --- ------� .e .. - PROJECT#: SHEET SOUTH . ELEVAT'LON is-2s A.3 OF DATE' * 05[25/16 12 GENERAL NOTES • 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C. UNLESS OTHERWISE NOTED. y • _ 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C. - ' REVISION 13 -O UNLESS OTHERWISE NOTED. PROVIDE NEW _ 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH .. 5'.5'SWARE -- -- „ REVISIONS FALSE CHlMNEr• OPENINGS PRIOR TO ORDERING WINDOWS. ' •GABLE END, - 16 ADD LIVING RM. 6/13/17 OVER RIME. _ 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS TRANSOM - OVER RIDGE. - PRIOR TO S CONSTRUCTION. CONTRACTOR ASSUMES? 15 ATTIC AV CLOSET 6/13/17 RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TOTHE ATTENTION OF DECK OUTDOOR _ REVISION 3 1 I 14 6/13/17 REn E MST% I 1 • THE DESIGNER. SHOWER cHIrtNEr i - DORMORneR 13 FALSE CHIMNEY 6/13/17 LOFT DORMER 12 PLATE HT. 6/13/17 I I • 11 GARAGE RIDGE BEAMS 6/13/17 • I . 10 REVISE MUDRM. 6/13/17 CLG. REMOVE PORCH 11/16/16 COLUMNS r 8' CHANGE GARAGE 8/18/16 I - WIN.TO DOOR 6 REBUILD DECK 8/18/16 SION 4 REVISION 14 S REFRAME EXIST'G 8/18/16 • REVI - _ DECKS;EXTEN - FLOOR 11 ElSOIfTHwEST DECK CHANGE WINDCW CORNER OUT AND -T09GL.ANDERSEN DHPss46 Fwc ci35 cxus cns - CHANGE dCPec<c WIN. -i t2ofiaa MOVE OUTOOOR 4 WINDOW MODEL 7/27/16 SHOWER TO SIT ON DECK 3 REMOVE CHIMNEY 7/27/16 'I'U 'Jp� E-ST'O/PROP FHLooR 2 NEW BSMT WIN. 7/27/16 —._.—._.—._.._ J _ I •. _ -' __ - _ --_- 1 NEW BSMT DOOR 7/27/16 »3i3ai=g�:: mom �''yea=�»»a=�»r=--s3;»=' a NO. REVISION DATE .1_ -a; - 3 '3'ei 39 �33 �3 35 3.0alfaai..° .. 33,- ..y A3�.qq i3aaan3_Y� .. � _ ®COPYRIGHT 3333 3 3»I __ NORTHSIDE HEREBY EXPRESSLY RSERVES ITS I _.�_a �. • COMMON LAW COPYRIGHT. . _— _ THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR • • MANNER WHATSOEVER WITHOUT FIRST n - - OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE 'DESIGN ASSOCIATES ` . " ` - /, - • r - - _ .. BUILDER: WEST.- ELEVATION BLD • , _ a 12 R.2n0'V ations bldrenoertions com ® I - - • - DESIGNER: s NORTHSIDE ,TT""_ REVISION 13 REVISION 3 SIGN 12.12 PITCH 4�12 PITCH - PROVIDE NEW T'S.SOUME ----- EKISTING DE • I FALSE CNII•MET/GABLE END, ---_ I F.PJCHII'WET _ - `L `IIL SY METRICAL OVER RIDGE. � I REnOVEO.PROVIDE ASSOCIATES I NEW DIRECT VENT - " - I I GAS FP _ DIBTINCEIVE RESIDENTIAL&COMMERCIAL DESIGN 161 MAIN MEET•YARMOUTHPORT•MA 0267S ' - - 19081361.2210 1—)30-9802 .12,I2 PITCH I12,12 PRCN - I NORTHSIDEDESIGN.COM W 12 ' 'a' . • northsidel@comcazt.net STRUCTURAL ENGINEER: REVISION 16 4. - TAYLO R ® ADDEREDD O PAIR DESIGN LLC CENTERED ON LV RM. OVER FP(TO MTCN - 2xTYVf181] KITCHEN TRANSOm5) - � elR.JECT: PROPOSED RESIDENCE 94 HOLLY POINT ROAD tw2m4m Tvalo4lo CENTERVILLE,MA. Y. - -- - n TITLE <PROP.POURED 1 EXISTING REVISION 2_— _ - a' -' CONC.FNON. ; CONC.BLOC ,'—CUT OP'G IN EX15T'G F ,I. 1�- 33 I»,349a ;�. 3 �, ELEVATIONS REVISIONe wALL I t-U1LL — CNR25 F C4LL FO NELNF ii , CHANGE TW28iL NO TO FIBERGLASS ENTRTDOOR • t_ f 1 _,1- I \ ?3 �o NOT TO SCALE REVISION 1 - REPLACE EXISVIS ` BSMT DOOR W NEW 6•W.PAIR CUSTOM - PROJECT#: SHEET ,. DOORS 15-28 A.4 NORTH ELEVATION - .. DATE OF , 05/25/16 12 x 6/16/201725249 REVISION 11 H DROP GARAGE RIDGE 12 BEAMS(EITHER END 9� TOM GDPOLA OF TRUSSES)BELO" ASPHALT ROOF SNINGLE9 RAFTERS TO IS METAL DRIP EDGE - REVISION 12 RAFTERS OVER RIDGE 5'CROWN , • I.FLUSH FASCIA RAISE LOFT CLG. 2'S NT 4ND DG ® ANDERSIL TRANSOM"INR?•1 - - COMER PLATE HEIGHT UP CONT.RIME F EZE RNQE x T• VENT(TTP.) IaG aG CORNER BOARDS - (2)2.12 RIDGE, W.C.SHINGLES REVISIONS DROPPED . �j�. -I 16 ADD LIVING RM. 6/13/17 4V (2)2a12 RIDGE,DROPPED TRANS., .- wo DORMER RAFTERS•W D.C. ,�I2_ " 1.0 CLG.JOISTS• v4 TRU5s ENGTH -T�C1ORO`" 15 ATTIC AV CLOSET 6/13/17 PROP GARAGE: IG'O.G. 9:12 PITCH (z)1-r a-M•w1-s 14 DECK OUTDOOR 6/13/17 BOTT CLG.JOISTS_ _ _ _ _._. —.—.— —...---------'— ----. — —.I-- —.—.— W WASHERS TEACH E'SIDES / SHOWER R-49 B"rT 13 FALSE CHIMNEY 6/13/17 -AReOP1=ooRMER FAVF INSULATION 2.2 GARAGE : TOP uVw.c v Rc(TTP) •• TM.1 R-20 BATT ROOF 12 (2)1-Y'LVL SPACERS BACK TO / IA�LI FASCIA GUTTER 9'12 INSULATION PROPOSE. =`� RAFTERS• •I rcl•., BACK 12 LOFT DORMER 613/17 AL SOFFIT Plr(JN EN LOFT m� w'o.c. 12 — i 41/ PLATE HT. n , G)�'DIA.THRU-BOLTS I W WA ID I.O FRIEZE 9NER5 EACH SIDE ro ,. I K° GARAGE RIDGE �, nuDTtocn r---^r-- o 11 6/13/17 . BEYOND :....__. 4.12 PITCH _ BEAMS a 10 REVISE MUDRM. 6/13/17 1 - CLG. PROP ATTIC/GARAGE: 12� - .,. - ® TJT. - v BOTTOM CHORD. 9 PORCH 11/16/16 L T REMOVE 2ND FLOORnP /TTP 1. 2)I-�•A�'LVLS COLUMNS —_—..—.—.—.—.—.—.—. ... _ • _—^ FACING I-W LVL- OWASHERS EACH SIDE(TTP) BACK TO BLACK I-�•LVL'S EITHER SIDE 8 8 1S A CHANGE GARAGE Tw zm11 (ffi.1 ____-- 1 -CENTER TO CENTER SPACING 1)Y.'CIA.THRU-B0.T9 (5)�'DIA.THRU-80.T5 / /16 1.5 FASCIA 12 FL. 1 HI2,,45 STEEL R-30 GATT I,ASHERS EACH SIDE 1W Wg5HER5 EACH SIDE ALUMINUM GUTTER -- JOSTS T Be—, ORoPPED INSULATION 1 4'MIN.EDGE DISTANCE S' WIN.TO DOOR 1.6 SOFFIT •1y SPTAT - MIN. ATTACH CENTER BRACING (2) cNouO. 6 REBUILD DECK ]8/18]/161..0 FRIEZE � OC _� TO BOTTOM CHORDTN (2J 1-�RII-:S'LIS, ♦ / REHS,EACH SIDE O BACK - S REFRAME EXIST'G T FLOOR BLOCKING BT ♦♦ __ ___ % ]\\ S1 ♦ FLOOR FLOOR JOISTS BELOH PROVIDE I PR SE i T CHANGE DORMER WALL(TTP) LATER 5/B' i POSTS .wTO OBL LVL 4 7/27/16 rYPE'I GA G Tvuzo3s -c Tvrzms FL WINDOW MODEL FIRECODE a FLOOR JO5 SUPPORT TRU55•ENDS GHS ENTIRE EXISTG/PROP. GARAGE 4 (2)I_y.n,,•LVL 3 REMOVE CHIMNEY 7/27/16 ST FLOOR Y� CEILING /V ---_„L,_1-�T1-' I FLOOR JOISTS - -'- - - - - `;,r TRUSS 'A' PROFILE SUPPORT TRUSS z NEW BSMT WIN. 7/27/16 ._.-._._._._._ — A77 .1 1 NEW BSMT DOOR 7/27/16 CONTRACTOR SHALL J O GK 6/4 HWF TOP)i OF : - _ TRUSS 'A' SECTIONMAINTAIN 4W MIN. SLAB FOOTING COVERAGE '" 4•CONC.SLAB ON l0 MIL } - NO. REVISION DATE I&THICK.24'-8' VAPOR RETARDER - :j:'. _ - - - - - - '' ®COPYRIGHT CONCRETE HALL '^ - G•COMPACTED FILL ' NORTHSIDE HEREBY EXPRESSLY RSERVES ITS ON CONT.20'.10' - ,. - r COPYRIGHT. CONCRETE FOOTING s _ THESE PLANS ARE NOT TO BE REPRODUCED, ' - CHANGED OR COPIED IN ANY FORM OR • - MANNER WHATSOEVER WITHOUT FIRST /'� - OBTAINING THE EXPRESS WRITTEN - A S E�./T I �N ��� • - - PERMISSION AND CONSENT OF NORTHSIDE DESIGNASSOCIATES BUILDER: BID Renovations 0 9 (SX11255-4795 bldrenovaUons.com RAISED HEEL COMMON - TRUSS W.•IG'O.G.. - - DESIGN AND , I MANUFACTURE Br DESIGNER: REVISION 12 OTHERS REVISION 12 • 22'-D' _ _ NORTHSIDE �• RAISE LOFT CLG.NT AND - FRAISE LOFT C.G.L HT AND - F LENGTH TRUSS DORMER PLATE HEIGHT UP — MER PLATE NEIGH�U� DESIGN ASSOCIATES DISTINCTNE RESIDEMIALB COMMERCIAL DESIGN TRUSS A ���� _ 1 .SEOC EEL CO'll•ION TRUSS. `` 141 MAIN STREET•YARMOUTHPORT•MA 02675 PROP GARAGE. - R.12 PITCH II i - yrI' w� f �� '' DBTESI� DERS.MANUFACTURE ���`J tL�/—� 1362-MO ISM)362-9W2 F30TTCLG.JOLSTS .—._,—.—.— —.—.—.—.—.—.—.—. .—.—.—: W— —1—.—.—.-.— 1.— L ___________________________________ / {75 SR NORTHSIDEDESIGN.COM —�— — —�—�— y I � hsidel@wmcast net 9.12 /^ PITUI '• y PROPOSED 12 LOFT " 12� • T LENGINEER: °To g r MDDRCOM a 1 OFF m 4:12PITCH i COMMON TRUSS 'B' PROFILE �, yII ✓'_ I HET 2n D IGN LLC BAR l PROP ATTIC/.GARAGE. I 2ND FLOOR - . - ----- 1_.-. Tvrtzm'x.., •.__z - `TRUSS NOTES: _ LPROPOSED 2.12 FL. 41W45 STEEL R-90 GATTff, —?-• I .MANUFACTURER TO PROVIDE SHOP DRAWINGS"NTH - - 6 12' SPLAY\ BEAM,DROPPED .INSULATION ® _ _ CALCULATIONS,STAMPED AND APPROVED BY THEIR. D.C.12• _ ` ONTGOMERY -.+ O I .J ______ _ „A.REGISTERED ENGINEER. ♦\ / ♦\ _AR281 MINIMUM TW CHORD 248' MINIMUM BOTTOM CHORD 2'aG' R E S I D E N C E PROPOSED _ ORnuG WEB2•.4' 94 HOLLY POINT ROAD GGARAGEL ,TW20.16 +TN20]6 I AADNNG AND DESIGN TO HEFT MA BUILDING CODE CENTERVILLE,MA. BTH EDITION /PROP. —=} ,1_ I LOADING W-%(9p•15) 6o PLF MIN. EKIST'G -- •:: UST F1DOR f1 •.Js._.._. TITLE ADD RN ♦ / ♦ / • F CUPOLA B00¢5 PROP GARAGE SLAB. : �...�. — _ _ _ _ .'_"_ .-:/— a �'S --.�'{,.r, - — NS LMTICRi7TA"—.—.—. _ —.—. _. _.— _ __. .. .._.-":�n. JI. BLDG SECT 0 TRUSS DETAILS GENERAL NOTES Y .. 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C. 4T - UNLESS OTHERWISE NOTED. _ - NOT TO SCALE 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"D.C. UN LESS OTHERWISE NOTED. " 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH PROJECT#: SHEET S E C T O N OPENINGS PRIOR TO ORDERING WINDOWS. .w B 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS 15-28 H PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DATE: OF DIMENSIONS NOT BROUGHT TOTHE ATTENTION OF THE DESIGNER. 05/25/16 12 ' s)ursov zszst rM GENERAL NOTES REVISION 10 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C. RAISE MUORM.CLG."STS TO FLUSH w UNLESS OTHERWISE NOTED. DORMER HEADER. " PUSH TOP OF WALL SEPARATING - MUDROOM FROM SPACE C'ER PORCH CLG. - 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C. OUT.16• - UNLESS OTHERWISE NOTED. ADD INSULATION PER CODE - .3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH REVISIONS' CONT.RIDGE VENT _ OPENINGS PRIOR TO ORDERING WINDOWS. (TYP) a,.2 _ -I ADD LIVING RM. PITCH 9�12 PITCH ` 16 6/13/17 , � 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS TRANSO (2)I-4•.14'LVL ,CONY.RIDGE VENT R10GE � - - � I(TYP.) z PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES 15 ATTIC AV CLOSET 6/13/17 h12 RAFTERS f 14- ,, (2)1-Y•.M•LVL RESPONSIBILITY FOR ANY MISSING OR INCORRECT (2)h12 DORMER HEADER O.C. - RIDGE.• DIMENSIONS NOT BROUGHTTOTHE ATTENTION OF 14 DECK OUTDOOR 6/13/17 h12 DORMER RAFTERS• V,2 TIESCi LA i hlz RAFTERS•Iv THE DESIGNER. SHOWER / D.C. 1vo.c. IPITCM O.C. , 13 FALSE CHIMNEY 6/13/17 yI 12 h5 COLLAR TIES f IG• HEADER,FLUSH 4 CLG.JOISTS IOC LOFT DORMER /13/17 PROP MUDROOM. 12 i FLAT CCLGS.�TYP.) H f 12 6 PLATE HT. IG•o.c. GARAGE RIDGE Burr CLG.,Laws — —'— —'— — —'—"— — — — — — —�— — — — -.L-.- —.—._ .—.—:— BEAMS ANDERSEN STATIONARY - - - - - - - - REVISION 9 - M.gAq)H, 11 6/13/17 AWNING WIND06N IwR551 - 4�12 PITCH R PROPOSED REMOVE ALL 4 FORCH BDrT.CLG.JD15T9 '-+ MUD COLUMNS.CHANGE — .—. .—.—.—.—.— — —r-- - - - .—'—'— REVISE MUDRM. YYY - I ROOM DROPPED HEADER TO I 10 CLG.REMOVE PORCH 6/13/17 (3)'h12 HEADER ST. (2)I-Y'dl-.'LVL tTOPOF PLATE DORMER TRIMMERS .-.-.- -.-.-.-.- .H.-.-.-.-. TOP OF PLATE 9 11/16/16 PROP. • MASTER BATH - - CHANGE GARAGE (3)2.10 HEADER U.N.O. i"- sc „� ;_ e__�:.. .. i. 8 WIN.TO DOOR 8/18/16 (TYP.) IR OW—A j / 6 REBUILD DECK 8/18/16 ANDE RSEN OPERABLE v V ` 1 AWNING WIND l - . F- BETIXNDPROPOSED _ t`4- COVERED ARzer �� -v 1 - REFRAME EXIST'G voPosEo EXTERIOR WALLS m PORCH c D. - - S FLOOR 8/18/16 tTYWHITE CEDAR SHINGLES f -+T_--_-• ��Jf'' 4 WIADOW MODEL 7/27/16 5'EXR25URE TYVEK HOUSEWRAP • K'CO.SHEATHING TYV11D410�::PN21o410 - EXIST'G/PROPS R_z0 GATT INSULATION - - ' - 15T FLOOR - �" / EX1srG i PROP, 3 REMOVE CHIMNEY 7 27/16 1sr FLDOR hb f G•D.C. — 2 NEW BSMT WIN. 7/27/16 �T' GMB O ` h10 FL. PROPOSED NW FL. PROPOSED - I = 10•THICK.z4'-6• JOISTS f CRAWL - ( 1 _ JOISTS f CRAWL "T , 1 NEW BSMT DOOR 7/27/16 PROP CRAWL SPACE, CONCRETE 6NALL O ': - w O.G. SPACE •c'' , I ` IG'O.C. SPACE - I PROP CRAWL SPACE' 1 . DUSTCAP ON CONY.20'.q' . -..-.-.l.,_.-.-.- . - e I _ DUSTUP-(/7� .-.-'LONCRETE�'.10- -'—'. .-.-.-.-..-:-.-.-.-.-. ' .-.-.-.-. - .—.—.— -- ---- -. I 1 y .. NO. REVISION DATE YYY ,` _ 2•COMIC.DUST CAP 4 1 ?' e CONTRACTOR SHALL / -1 I .k W CONC.DUST CAP h" _ ®COPYRIGHT MAINTAIN 4W MIN. J/ G'COMPACTED FILL /'�'� b'COMPACTED FILL .e NORTHSIDE HEREBY EXPRESSLY RSERVFS ITS t;• - REVISION 13 FOOTING-COVERAGE �___� � � a COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, - - PROVIDE NEW 545'5O]ARE _ - - FALSE CHIMNEY f WBLE CHANGEDORCOPIED IN ANY FORM OR END,SYMMETRICAL OVER MANNER WHATSOEVER WITHOUT FIRST - RIDGE. OBTAINING THE EXPRESS WRITTEN DELL.RAFTERS AT PERMISSION AND CONSENT OF NORTHSIDE PARALLEL EDGE OF ' - - CHIMNEY AND SOLID 1,IIZISICNASSIOCIATIES BLOCKING BT.RAFTERS AT - (v PERPENDICULAR EDGES REVISION 3 BUILDER: EXISTING REMOVED. P CONY,RIDGE VENT - B!D REMOVED-PROVIDE - (2) _ L7L�LJJ NEW DIRECT VENT - (2)I-Y411�• /(J�. M'�T fi GAS FP LVL RIDGE BEAM, 1\.eno Y WL LOYLS - UNDER ROOFS _ x ' .'. a • _ A PITd AND 15001255.4]95 ` ARCHITECTURAL GRADE h12 RAFTERS , ARCHITECTURAL ASPHALT ROOF SHINGLES f 16'O.C. .GRADE ASPHALT ROOF - bld.—i.-com ICE 4 WATER BARRIER I 5HINGLEB - - - . • MEMBRANE•CARRY UP 3'-0' (2)I-Y'.11-ib' I 12 �•CDX SHEATHING . - _ - MIN.FROM SAVE LVL HEADER I �9 I50 BUILDING'PAPER . 16'COX SHEATHING DESIGNER: h12 DORMER. ' I ____ ____ - 12,12 PITCH N E RAFTERS f. O.C. ORTHSID h0 COLLAR - - (3)I-Y'A�'LVL I � I - TIES•16'O.C. - � � V � DESIGN ` HEADER 4� I RIDGE POST h5 NAILER ASSOCIATES D,�MER EAVE DN.(TYP.) • LOOT FASCIA h8 RAFTERS DISTINCTIVE RESIDENTAL&COMM ERCIAL DESIGN - a ALUMINUM GUTTER RAFTERS W O.C. h10 P.T.PORCH ROOF SOFFIT I PROPOSED .RAFTERS f W O.C. 141 MAIN STREET•YARMOLWPORT+MA 02675 4 - -., ,. REVISION 16 ATTIC/STORAGE A.�"4. IR-21NSULATION GATT ALIGN SOFFITS ��"� 4 SOB1362-2210 (.COM 2-9802 . - ADD WINDOW PAIR CENTERED ON ( d 1NSULATICN S - �.� NO THSIDEDESIGN.COM LV RM-OVER FP MATCH TRANSOMS)S) KITCHEN TRANSOMS) m '� "-+, o hsidel B)<omcan.net (3)'hl2 P.T. - (3)1-Ma•.9�•LVL R-30 BATT (3)h10 HEADER- -Y]" -- HEADER f PROVIDE NEW Y.' HEADER BT. .B111LT INS TO, INs1nAnM U.N.O.(TYP.) AL ENGINEER: DECKING AND NEW DORMER TRIMMERS CDI SEffi5 h10 RAILING SYSTEM TO - JOIST f Ib' p CLIENT SELKTION O.C. r I HEAD I 4 K R (3)2.12 HEADER F PROPOSED PROPOSED REVISION6 a'ER suolNc DOOR_ _. ,�;� FOYER ;PORCH 'he PORcM cLG. • EXISTING DECK AND NEW REVISION 5 i`ll 1DISTS 1 Ib'a. ,-- I G N LLC DECK STAIR TO BE e a DEMOLISHED. VENT GAS a Y'r4f.PLYWD. �- CONSTRUCT NEN F.P. REFRME'FIOOR SUB-FLOOR NEW DECKING TO DECK AND STAIR TO W NEW 2.10 GLUED AND � CLIENT SELECTION _ REPLACE IXISrG FLCVFL Ja5T9 f HAILED 11P.) ,, , I PROPOSED . ' `� 12'O.C.CTTP.J NEW(2) OP P.T. Imo. NNECCEESSARY PER COLUMN I O N TG O M E RY BEAM,DROPPED _NEW h10 P.T.1 lG'O.C. REVISION 11 m.L BASE DIMENSIONS PROVIDE NEW - �� REPLACE EXIST'G REVISION 5 f` I (2)2.10 P.T.HEADER RESIDENCE G.G P.T.POSTS _ -- --_ .BASEMENT DOOR (TYP.) -- -- 1 NEW PAIR OF DOORS REPLACE 1 2.10 P.T.DKK JOISTS )Ir 1 EX1srG eEM f 1v O.C. 94 HOLLY POINT ROAD PROVIDE IJITTICE PANELS EXISTING • f PERIMETER OF DE - _— -- I BASEMENT M1CRol-LAM. REVISION 2 h10 P.T.LEDGER W(z)W DIA. CENTERVILLE,MA. _ DROPPED.CVT 1 BOLT f IG•O.C.(TTP.) PRCIV E�XlsrPIERS CM.K REPLACE EXIST'G BSMT I-I IDg,l�4• PIERS BACK TO WINDOW WITH NEW I __ -------J .I l` OVER EXISTING SUPPORT BEM ANDERSON CA5WENT CW225 r'' - .. CE E PROVIDE 10'DNA. 50NOTUBE W BIGFODT _ -''�"- ."�=-Y'.- - LDG SECTIONS SR, FOOTING(BF2B)FOR .�. --_- COLUMN SUPPORT. , �,,E(TYP.) , _ TRUSS"DETAILS -A=A, EXIST'G C.M.U.FNDN WALLS AND PIERS z 30'-0' EXISTING � �-O FN OT TO SCALE PROJECT N: SHEET D SECTION 15-28 A.6 DATE: OF 05/25/16 12 ' 6/3S/ID1]2:63:W GIA • `-._ 1.ALL EXTERIOR WALLS SHALL ' BE'2X6 @ 16"O.C.UNLESS - - - OTHERWISE NOTED. _ 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOT - • " :• 3.CONTRACTOR SHALL VERIFY ' --. - - ALL WINDOW ROUGH OPENINGS TO PRIOR ORDERING WINDOWS. RD 4.CONTRACTOR SHALL VERIFY FP o CONCOLUn NUEs - ALL D MENSIONS PRIOR O r - •: -: - - COMPOSITE DECKING CONSTRUCTION.- - ASSUMES RESPONSIBILITY ITY FOR - ' » RIDGE VENT ASPHALT ROOF SHINGLES ANY MISSING OR INCORRECT - ROLL VENT' r MATCH EXISTING DIMENSIONS NOT.BROUGHT TO ' _ - - .. _ THE ATTENTION OF THE SIDING SEE ELEVATION - 'F y. ' `%!,CDX SHEATHING - " • -P.T. DECK - -, DESIGNER.. x» •. �.. RIDGE BOARD ": _INSULATION PER CODE JOISTS 16,O.C. I' , - °' 'TYVEK'HOUSEWRAP'. STRUCTURAL SIZ . .. _�. SEE FRAMING PLAN I. .-. - - �inr vARr) � ., c T REVISIONS " : 1. /SKIM COAT PLASTER - -w r Y°°COX PLYWOOD •' `. :. m!Ix STRAPPING P I6°O.C. - ... x I �• 1 2x6 0'16'O.C. - � - x; - .•. ... <HEADER 150 FELT PAPER 1' "''ICE AND WATER BARRIER MEMBRANE _ _ - • ' 5,w COX PLYWOOD V-O°FROM EAVE _ - INSULATION PER,CODE k CA Y.UP '% - - - "RAFTER VENT 6'x6''P.T. POST .- ... '.M .. WHERE INSUL - - .n.' a <.. ALE L DRIP EDGE• 4.- r • 6 MIL.POLY.VAPOR BARRIER OVER ICE!WATER BARRIERINSULA ON " ' O - ' *PER CODE • f SITiP50N ABU66 _ °G.W.B. »- ° 2,10.RAFTERS : A U '. - • MIN GUTTER �r e C` 4 W4 ,.+ <� -• .. -� �.- ..•: ,.. CORA-VENT STRIP VENT >- 4 - PROVIDE 10'DIAM.SONOTUBE m .. i-BIGFOOT FOOTING B ` Q - «. fi.. • COLUMN SUPPORT ABOVE 4 TYPICAL RLD E VENT DETAIL' X FRIEZE .4. TYPICAL WALL 'DETAIL SIDING E NO. REVISION DATE _ - a TYP.WALL" I ° 4 SCALE:'I-I/2,'=,.1'-0° - - rA . ^ .-^ . > ®COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS � COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, PICAL. A V CHANGED OR COPIED IN ANY FORM OR r k - - , - MANNER WHATSOEVER WITHOUT FIRST ,A '4 - y •^ 4 M - ° �,. ' - x.. + - e. - r OBTAINING THE EXPRESS WRITTEN . PERMISSION AND CONSENTOF NORTHSIDE , 3 TY DETAIL . .. (• ` , , -. • - , _ P - DESIGN ASSOCIATES 1°r - ". BUILDER: • YP CAL ECK AI T I D -POST DET L' .BLD .. ,.- x Renovations (SOB)255-4795 a 'TYVEK°HOUSEWRAP c I M . "� - - - - - bld—wmions.com' - ., CDX PLYWOOD - 2.6 P 16',.O:C.. - - ' '-.r - K. • - _ : '- DESIGNER: B1r.jr.FILLER, " NORTHSIDE {NSULATION' .. .0 : .-.- - .. - +°'+• - TOP OFF 61/FLEXIBLE - _ COORD.DIM.. 0.T "PER CODE JOINT SEALANT DOOR LOCATION DESIGN ,g. b MIL'.POLY VAPOR BARRIER $ _ + P APRON, OPENINGEN TO 8° OF SLAB9XW2. - . - bARAGE DOOR .. 9 roP 1/3 ASSOCIATES G.W.B. a - • - '�' {, P r 2'-O' DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN F DO.NOT EfACKFILL WALL' _,4'CONC.SLABa .. a RMO e ' ° -UNTIL CONCRETE HAS • ° ark ' 141 MAIN STREET•YA UTHPORT•MA 02675 T!G PLYWD'.SUBFLOOR - 2P b5 REBAR� 508 362-2210 (SOB1362-9802 ATTAINED r DAY STRENGTH >- ';GAL V xANGLE /u4 ( ) GLUE.!NAIL TO JOISTS - - - - _ CONY.6 AND BOTH TOP<BOTTOM F COMPACTED - . - ' PERIMETER - ` NORTNSIDEDESIGN.COM OF WALL ARE.PROPERLY - .. ,• .. ILL" N r - y a` SIDING SEE ELEVATION _ _ - - -• 5ERCURED: - — — ,° ,I- __ _ _ - _ orthsida�comc°n.nec ..�' ANCHORS P 31 0 III=III=I • . w' _ W2.9XW2.9..v 1 RIM JOIST OR DBL. PERIMETER - _ - - ' - TTOP -� ` -i� ZiuS KEBABS,CQlT. � ". ' ' :.. . I/3OF 55Top l BOT OM GINEERk�°CDX P.T..PLYWD.. "V I—III—III ..I "': r - 2x4 KEYWAI'BOTTOM6' - r '' L EN CARRY DAMPROOFING III—III=I �°.. — - - - - 2XIo FLOOR JOISTS _ OVER TOP�'� � 111 IIIIII 1: . III=III III III III. III LOLLC =1 I I I I I I 10 I I I i l—I • -"2n6 P.T.SILL - 1 a T• SILL SEALER — •. — — _ _ ry y. r 2X4 KEYWAY — — — S� 2 5/8•ANCHOR BOLTS 36•0:c. - - - - -. OPOSED LII III�IIIIIIIIIIIIII d a 1 1 ' I I-III III-III WIN.]'EMBEDMENT 3Y b5 REBAR5,CONT. �:' II III=III=III=1 ^a• -Q: O. - •�'a r-`? ,� PLATE WASHER I_I. I-1 =III=1I�=III � iNTG O M E RY a- FILL!TAMP-S'OUT FOR - I'/FT-.SLOPE,PROVIDE IT 4•. ". ,. II - 12°BED OF STONE _ _ _ - - - a . RESIDENCE WHERE NO GUTTERS - -ll - I-- — _— — — I II III=III 2 P u5 KEBABS, CONY ;. :.I 4 .. III=III=I I=III=III=1 1=II�—III—III—III=III :.94 HOLLY POINT ROAD a. I III=III III=III=III III=1 1=III=IIElIElII �/ //�//�/////\//\y/\y/� ` /�\/ jj�//�j. CENTERVILLE,MA. 2 a as KEBABS CONY. I.. .., _ - . III=III= 1=III=III= I=III .III=III=III=III=1. - - '/ - !AROUND ALL OPENINGS - " — — — — — — — .^� ��\/�\/��/�\�/�\/�� TITLE DAMPROOFING /41 X, �\ - .�: -CONSTRUCTION ` 6-COMP.FILL DETAILS l ' TYPICAL GARAGE SLAB & FOOTING —7 ARAGE APRON DETAIL SCALE I-I/2°-I'-0' I-I/2° - I'-0° �1TYPICAC SILL DETAIL NOT TO SCALE J SCALE 171/2" = 1'-0'. • - - ' - - - i. L.. PROJECT#: SHEET 15-28 A. R .DATE: OF 05/25/16 12 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. ' 3.CONTRACTOR.SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. BE AND ' 4.CONTRACTOR SHALL VERIFY 2-W END Z STRAP • I �I��� ALL DIMENSIONS PRIOR TO DISTANCE @A.. LSTA @EACH RAFTER I FTER IV •i i DEL TOP PLATE CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR + O.C. ANY MISSING OR INCORRECT RIDGE BEAM DIMENSIONS NOT BROUGHT TO 1 . THE ATTENTION OF THE" uo 5 @ EA. DESIGNER. RAFTER /JL NOTE, - •T� I 2x STUDS @ Ib°O.C. REVISIONS L.~ RIDGE STRAPS ARE NOT 1 REQUIRED WHEN COLLAR I TOP PLATE TIES OF NOMINAL 1.6 OR •I I I .- - 2x4 LUMBER ARE LOCATED - q IN THE UPPER THIRD OF - lei. 2. STUDS @'Ib"O.C. - - .THE ATTIC SPPACE AND I - d. ATTACHED TO RAFTERS - +� •I t I - - USING(5)IOD NAILS P ` 'I �j BTM.PLATE ' EACH END - •� ��` 1 - RAFTER TO PLATE CONNECTION -y``` SCALE:N.T.S. RIDGE BAND STRAP RIM �oIST SCALE:N.T.S. ti . it• LOOR J015T5 J SILL PLATE I 1/2°CDX: SHEATHING a yl NO. REVISION DATE ' - - - SILL PLATE TO TOP ® PLATE - • SEE NAILING SCHEDULE COPYRIGHT - - NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. 5/8' ANCHOR BOLTS @ 36•O.C. - THESE PLANS ARE NOTTO BE REPRODUCED, MIN. 7° EMBEDMENT CHANGED OR COPIED IN ANY FORM OR w/3°x3°xI/4' PLATE WASHER - MANNER WHATSOEVER WITHOUT FIRST + - - - - OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE ' - - DESIGN ASSOCIATES 5 SILL TO PLATE CONNECTION W/SHEATHING BUILDER: SCALE:N.T.S. BLD Renovations • .JOINT DESCRIPTION NUMBER OF �LOF - NAIL SPACING ' - .. .COMMON NAILS - -ROOF FRAMING - - - - ' DESIGNER: ' NORTHSIDE _ EADER BLOCKING TO RAFTER(TOE NAILED) 2-- 2-IOd EACH END 1/2'CDX SHFATHI CONTINUOUS OPENINGS BOARD TO RAFTER(END NAILED - 2-I6d 3-I6d EACH END - @ MULTIPLE OPENINGS DESIGN WALL FRAMING - - ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-I6d 5-16d AT JOINTS - - - - STUD TO STUD(FACE NAILED) ° 2-16d - 2-16d - 24'O.L. lAl MAIN STREET'YAflMOUTHPOflT'MA026]S . HEADER TO HEADER(FACE NAILED) 16d - I6d 24-O.C.ALONG EDGES - _ _ ''"�.k�e,�362-2210 (508)362-9&12 - NAIL 5d COMMON EXTEND HEADER TO KING STUD '� TNSIDEDESIGN.coM . . ' FLOOR FRAMING NAILS @ 3°O.C. • %•/''�''fi� a 1@ccmceaLne, JOIST TO SILL, TOP PLATE OR•GIRDER-(TOE NAILED) 4-bd 4-IOd PER JOIST - /i- BLACKING TO JOIST(TOE NAILED) 2-Bd 2-IOd EACH END • _ - _ - NAIL TOP-PLATE - •a'�` a BLOCKING TO SILL OR TOP PLATE(TOE NAILED) - 3-I6d 4=16d EACH BLOCK 2- 5/8°ANCHOR BOLTS TOBTM. OF HDR. _ L INEER: w/3°x3° PLATE WASHERS 2 ROWS 16d NAILS - '•� � LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) - 3-Ibd'. 4-16d EACH JOIST - Q 31 O.G. - - rgY JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Bd 3-IOd• PER J015T BAND JOIST TO J015T(END NAILED) 3-Ibd , 4-16d PER JOIST OPENING - � BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-IbD- 3-16d 'PER FOOT - - D I g LLC 111 FOUNDATIO ll � s,', ROOF SHEATHING WOOD STRUCTURAL PANELS S - RAFTERS OR TRUSSES SPACED UP TO Ib'O.C. Bd IOd b°EDGE/6'FIELD , OPOSED RAFTERS OR TRUSSES SPACED OVER I6'.O.C. bd IOd 4 EDGE/6 FIELD '1VTGOMERY GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Bd IOd 6°EDGE/6'FIELD -1 6°EDGE/6'FIELD ' GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Bd Od GABLE ENDW RESIDENCE GABLE ENDWALL RAKE OR RAKE TRU55 w/LOOKOUT BLOCKS 8d IW 4'EDGE/4'FIELD - 94 HOLLY POINT ROAD ' - � .. CENTERVILLE MA. CEILING SHEATHING ' GYPSUM WALLBOARD '5d COOLERS - 7°EDGE/IO'FIELD - �AROW WALL BRACING WALL SHEATHING D N.T.S. - _ TITLE: FRAMING TIE-DOWN WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24.O.C. _ Ed. IOd 6°EDGE/W FIELD - _ DETAILS Y2'AND 2%2'FIBERBOARD PANELS Bd - 3'EDGE/6'FIELD - - ly GYPSUM WALLBOARD 5d COOLERS - 7'.EDGE/10'FIEL0 - FLOOR SHEATHING NOT TO SCALE WOOD STRUCTURAL PANELS ' I'OR LESS E1d IOd 6'EDGFIt'FIELD ' GREATER THAN I- IOd 1Ed 6'EDGE/6'FIELD PROJECT#: SHEET 15-28 A.8 OF DATE:05/25/16 12 6AS/ID172:5360fM. GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C. UNLESS OTHERWISE NOTED. - ` - - - - 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C. ` - UNLESS OTHERWISE NOTED. - -"•F, 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH REVISIONS ' REnfNE Ex15TING • REVISION2 ` - OPENINGS PRIOR TO ORDERING WINDOWS. F.P./CHII'1NET RE E EXIST'G ADD LIVING RM. ' ' esnr WINDOW AND 4.CONTRACTOR SHALL VERIFY ALL DIM ENSIONS 16 TRANSOM 6/13/17 REVISION 1 - ANDERS5 CPG F T NE4 - - " "n` . - PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES 15 ATTIC AV CLOSET 6/13/17 REPLACE Exlsr� - -' `' ` RESPONSIBILITY FOR ANY MISSING OR INCORRECT ' ' - BASETIENT DOOR W c___ ____� - NEW PAIR OF DOORS DIMENSIONS NOT BROUGHT TOTHE.ATTENTION OF• 14 DECK OUTDOOR 6/13/17 r ¢ , -' THE DESIGNER. SHOWER ______ -:4c. _ I � t � '� - s 13 FALSE CHIMNEY _ ,.� .Ill 'PRwtDE POSTS • /; LOFT DORMER 6/13/17 41 ti Hu -- - PLATE HT. 11 GARAGE RIDGE 6/13/17 �--N '; - REVISIONS BEAMS 111 2 10 P.T.LEDGER qt - - s REVISE MUDRM. CZ)'I6'DIA.BOLTS Yi _ / RROVI E EXISTY.BEAR d- lO 6 13/17 •0 O.C. ROVIDE NEw(3)9-)j' CLG. - % rNCROLLAI'i,DROPPED ; ,.� - - 9:. REMOVE PORCH 11/16/16 COLUMNS $ CHANGE GARAGE8/18/16 INTO DOOR • BEAM,DROPPED -. - ; 8/18/16 • -m 1 .. � 6, WREBUIID DECK .. -5 REFRARME EXIS G 8/18/16 FLO CHANGE T' q 7/27/16 WINDO MODE . T p 3 REMOVE CHIMNEY 7/27/16 • D I 4...... - REVISION 5 {rt. - D . 7/27/16 .. 2 NEW BSMT W N I - 1 NEW�BSMT DOOR 7/27/16 REIWVE EXISTG DECK I JOISTS 12' .. 1 JOISTS AND PROVIDE } Imo__ EW hl0 P.T.P I6' W NEW 10 I2'OC -111 I S)h10 P.T: . O.C., _ - uEnDER,DROPPED _ - ` - NO. 'REVISION DATE q' 'P.T.POST ®.COPYRIGHT •_ ,, - T -., —————J NORTHSIDE HEREBY EXPRESSLY RSERVES ITS - - - Y' h8 P.T. _ a, S, y p .. COMMON LAW COPYRIGHT. ` I REVISION 6 " - ` _ _ Ip. D.A.E BOLTS(2) THESE PLANS ARE NOT TO BE REPRODUCED, Y CHANGED OR COPIED IN ANY • ':) - -t " _••yRM OR 1 I .. - 1K'-D.C. q m _ - MANNER WHATSOEVER WITHOOU FIRST DECK STAIR TO BE - T _ _ __ OBTAINING THE EXPRESS WRITTEN • .'• s"` ,a; .CONSTRUCT NEw ... .. � _ _ __1 .- ENT OF NORTHSI r - - - ws,. :,.; ...-a. k. v_ PERMISSION AND CONS DE . " REPLACE EXIST-6 - a 5 r - DESIGNASSOCIATES BUILDER: Y BID - ^ - I DROPPED .. Re vat n III - • (3)h10 PT , . �i - : ^' 1tClLoYWLLOIL.J ew P.T.POST I .. . • �, - ° T ,. �j HEADER,DROPPED 95 � III ^�•, IIII T R c e s - '. REVISION I5001255 l 2� J�IL1rL'I� P.T.DKK JD 5T5 .- t,� REItOVE EXIsrG BL1.rI wpD - DESIGNER: I'? ROVIDE NEH(3)9-lj' •1 °'f' i NORTHSIDE . < - FIICROLLN'I,DROPPED hD P.T.LEDGER W(2 CIA TS 016 OC 3 DESIGN is I 7- :�} Ts 4'.4'.,25• rs 4•.<4.zs ASSOCIATES ' - - •- DIM NCTIVE RESIDENTIAL&COMMERCIAL DESIGN LEDGER W(2) „ i k vvJ� ;Is DIA.BOLTS - I,R4 341 MAIN STREET'YARMOUTHPORT'MA 02675 ,•.14.O.C. III al {;i t• 15081362-2210 (508)362-9802 NORTHSIDEDESIGN COM :.L--I—I—LI-1--- pp - - .. S northsidel@comcart net 4. -.. ..,',. i• I (2) 1; 'III `•y1 _ Ly . - JOISTS•16- X JOIST5 6 - - DROPPED �D S ENGINEER: ,.i .. - REVISION 13 P' lI1 ROVIDE NFiJ TA LO, • 10 DECK DECKS.EMEND SOUTHWEST J015T P.T .• r_�fDECK CORNER OUT AND P E I III w,O.C. : - °�OUTDOOR SHOER TO 51T GN -- DECK- . .i e� i PROVIDE NEW h10 P.T.LEDGER • 6a6 P:T.POSTS( ..W(2)96'DIA eOLrs ` - t A - cvC f -I ROPOSED (TTP.) 016.O.C. TGOMERY ry RESIDENCE MULTI 1 3/4"BEAMS - - 94HOLLY POINT ROAD - CENTERVILLE,MA. • - - A.6 A.5 a - TITL 1 S T F L O OR F RA M I N G P LAN 2 PIECES 2 ROWS OF I6D NAILS i 12'O.C. 1ST FLOOR .Y FRAMING PLAN SCALE: t .• s+ _ B PIECES po 2 ROWS OF 1/2'DIAPI BOLTS P 12'O.C. NOT TO SCALE PROJECT q: SHEET TYPICAL L'VL/GLULAM BOLTING/NA'ILI�NG 15 2 S 1' - •. _ _ , DATE: OF 05/25/16 12 wt • GENERAL NOTES C F 1:ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C. A.6 - UNLESS OTHERWISE NOTED. ' 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C. ' UNLESS OTHERWISE NOTED. - v 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH REVISIONS OPENINGS PRIOR TO ORDERING WINDOWS. ' ADD LIVING RM. 16 6/13/17 - 4.CONTRACTOR SHALL VERIFY,ALL DIMENSIONS TRANSOM PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES 15 ATTIC AV CLOSET 6/13/17 " RESPONSIBILITY FOR ANY MISSING OR INCORRECT MT- DIMENSIONS NOT BROUGHT TOTHE ATTENTION OF 14 DECK OUTDOOR 6/13/17 THE DESIGNER. - SHOWER r• '11. • - _ -.+ 13 FALSE CHIMNEY 6/13/17 LOFT 12 PLATEDHT.MER 6/13/17 11 GARAGE RIDGE 6/13/17 . - { BEAMS S POST 9'�._ `✓. T REVISE MUDRM. POST I.,�,.__.: uP/DN. ----- UP _ 10 6/13/17 UP/OIV. 2.10 ATTIC FLOOR B - ` III. JOISTS 1a O.C. -- - IEs I .c. CLG. 9 REMOVE PORCH 11/16/16 COLUMNS • 4., i'/? (3)z<w Im-' /r _ 8 CHANGE GARAGE 8/18/16 DROPPED _ W INTO DOOR rosr j up/ . 6 REBUILD DECK 8/18/16 _ REFRAME EXIST G 8/18/16 . (3)2.12 HEADER POST FLOOR ' _ uP/DN. 1 ----+ T = B _ A - 4 CHANGE 7/27/16 - wER suDING pcoa _ .r--_ -- uP/ON.p A.5 A.5 - WI fit N OW Posr • °"' III — cL�.P.n is 3 REMOVE CHIMNEY 7/27/16 .......G �t_I II D - 2 NEW BSMT WIN. 7/27/16 .......................................... _.._. .................... ...�...:............... / .................. I`.. ..... ..... A.6 6 (2)2s12 1 NEW BSMT DOOR 7/27/16 - DROPPED - .. POST .. ON. _ - - _ NO. REVISION DATE , UPON. F L. f-.-..II ( Z IIt • O i� * R ®COPYRIGHT _ • , ORTHSIDE HEREBY • - - + i i �. ` .�I .-....--.411. ? NE4DER P,T, 4r POST. T _ POs� poST s - COMMON LAW COPYRIGHT. RSERVES ITS i DROPPED - UP TO-TRUSSfiF U/ UP TOO TRU99 s THESE PLANS ARE NOT TO BE REPRODUCED, POSTR t j - It __.__.5 DN. Si. I - OR POST. _ - _- ON.POST- - _ _ ON. v MANNER WHATSOEVER WITHOUT CHANGED OR COPIED INANY FIR T POST I, k I F II 1'� Iu OBTAINING THE EXPRESS WRITTEN UP/DN. Y 1 - _ 2v10 II _ _ -POST u PERMISSIONANDCONSENT OF NORTHSIDE I 111 T _____ ,i DN. / . T T -- i HEADER t ( / CONTRACTOR TO B C NG BT DESIGNASSOCIATES 2 ! -DROPPED R OI TS SE pv 1 DBL.WID JOISTS• CCNFIRrI LADDER I 4 FIE H LL •(3) ;-CONTRACTOR LADDE LOCATION PER _ II LVL CONTINUOUS _ . 7ff7 tit \ / NECESSARY CLEARANCE ,k :i; DROPPED BUILDER: rp/�POS i \/ REVISION 9 '. i al F s L>!L•� UPON. B 4IH5 //\\ COLUflNS�CHANGPE H n y i 1�/ • .C. II l�,, �1 } �L T(2DROPPEDIH?'LVI, TO POST II pp r .. _ Re1'1,avations 11/ WIO ATTIC FLOOR ON. �. ISM)255-4T95 JOISTS•16-O.C. =v v e o_ _ - II _ Y bldrenovrtlons com a 11 (2)w10 HEADER .. 2. FV H I f DROPPED II L �LI r - JO TB N,'OC? 1 I 6 4 S EL D �. Ts 4'.4 e35 9i s----- .... __ I. Ill•# 11 ;' _ DESIGNER: Poster uPosr �n 11i r '4..2s _ . R' I i T N DESIGN E r r P I I I I` I I F (z n z ASSOCIATES t I -' L-L- I I I • - P d4. UP/DN. P•T- P s I I (3)I Y 9� 1 I Ml I I I I y DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN LVL HEADER, t. I , I I } (2 12 - MAIN STREET'YARMOUTHPORT•MA 026T5 141 __ -____1 - /•�\ P F �._.. _. -____-. II 'UP T - - )362.2230 (SU6)362-9W2 . • -- _ _ ____ _ _ _ N C_ __ _— II " T _ '`�OF ORTHSIDEDES G.OM - - � 6C IST � -I •I F.C. 1ST _ idel@comc4n.net i +4 ♦�(I tlti, • / - - t. DBt B rw Br n ENGINEER: TAY JO15T52.10 11'IG'O.C. _ ±� l'`/ LOROPPED __ _-_ `+ - E` { , I II.__ I Vc uP(DN. UPPDN. FLUSH HEADER OVERUP/DN. POST UP TO ON.POST T T ,' POST DN. UP/T ON. N LLC DORMER YIINDOH ON. 6 POST , T 9 UP TO TRUSS up/ON. - - • ROPOSED NTGO M�^E RY • MULTI I.3/4"BEAMS. • RESIDENCES - - 94 HOLLY POINT ROAD 2ND / ATTIC FLOOR FRAMING PLAN s A CENTERVILLE,MA. 2 PIECES 2 ROWS OF16D NAILS P 12°O.C. ' TITLE: 2ND FLOOR . " FRAMING PLAN .. 3 PIECES 2 ROWS OF I/2•DIAM BOLTS G 12.O.C. PROJECT#: SHEET TYPICAL LVL/GLULAM BOLTING/NAILING 15-28 S.2 .. DATE: OF 05/25/16 12 - 4nsa4LTrsnus PM ' GENERAL NOTES - 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C. C UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C. N UNLESS OTHERWISE NOTED. - 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH REVISIONS OPENINGS PRIOR TO ORDERING WINDOWS. i • __________ _______, 4 CONTRACTOR SHALLVERIFY ALL DIMENSIONS 16 ADD LIVIN SOOM RM. 6/13/17 1 1 _ PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES 1 i RESPONSIBILITY FOR ANY MISSING OR INCORRECT 1$ ATTIC AV CLOSET 6/13/17 1 'I DIMENSIONS NOT BROUGHTTOTHE ATTENTION OF DECK OUTDOOR a1a a12 I 1zH i 14 6/13/17 1 —3 THE DESIGNER. - SHOWER I 12-11 i - 13 FALSE CHIMNEY 6/13/17 I 1 it 12 LOFT DORMER 6/13/17 - REVISION 13 A.6 i 1 --I B A PLATE HT. PROVIDE S•W FALSE CHIMNEY I i ;J 11 GARAGE RIDGE 6/13/17 W/STONE VENEER TO i3'-0' I 4112 , 4H2 A.5 A.5 BEAMS OVER RIDGE GA SYMMETRICAL 1 —� ................................ .........................................i................................... OVER RIDGE•GABLE END OF A.6 ' A 6 10 EVISE MUDRM. 6/13/17 HOUSE , , CLG. DI BLOCKING ST.RAFTERS 1 � REMOVE PORCH REVISION 3 UNDER NEW FALSE CHIMNEY I 9 11/16/16 REMOVE EXISTING HOOD 4.G POST ON. WALLS I 1 D COLUMNS BURNING FIREPLACE AND FRRt RIDGE CHIMNEY DER NEW FALSE L - _ B CHANGE GARAGE 8/18/16 CHIMNEY AND PROVIDE - NEW DIRECT VENT GAs - 1 I E �------------'--'------'-� .. WIN.TO DOOR F.P. --- - -------------- ----- ------ i REBUILD DECK I { J 6 8/18/16 1 1 ! r-- ! _ In 1ABLER / + --- -- , REFRAME EXIST'G } I 1 --- - 9- F, FLOOR8/18/16 (3)h.o HEADER ____ _ -Y cc q Yi :Ip _ 1 _ T T CHANGEU.N.O.(TTP. I01 ''. WOFi• i 12. 4. 1z 4 WIN O O 7/27/16 NALL III hYl ROOF RAFTERS 2 B CATHEDRAL (2)1-fpII-);' I 'I.RI E r---- .,✓. -- �. -- ` .6 ON tIn q,-� 1 I Y 1 3 REMOVE CHIMNEY 7/27/16 101 f 16'O.C. CEILING RAFTERS LVL RIDGE ----- _, �__________ ___ ____ ______ 112 L .-_ L rtPOST _ _ __-- - x) I M• I 1 12�1a i m1ai _ _ �412 i •12 - 2 NEW BSMT WIN. 7/27/16 4 PO•T DN. _ __ VL IDG _ .. I .I 1212� I FROn RIDGE , - I I �4:12 1 1 NEW BSMT DOOR 7/27/16 POST 2) 10 EAO :ill - L : I I ON. --- -- - 1 -1 ORIONED :In 1 '- - -1 ------------------------3 1 NO. REVISION DATE -- hB L-------- --------� (3)1=y19�• (x)1-q'.II-1:' NAILER :I _ RSERVE51 LVL FLUSH LVL TRIMMER _— —___ ..-'� _ _ n 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY T5 _ � COMMON LAW COPYRIGHT. I- .THESE PLANS ARE NOTTO BE REPRODUCED, HEADER OVER III '__T - -- - - DORMER (2)I-Y.'..II-%' ti ----"L , CHANGED OR LVL HEADER I ---- ----- {{, •POST pl. hB i MANNER WHATSOEVER W THOUT FIRST HINDOei w r11 FROM RIDGE NAILEROSTAININGTHEE �= I ___ ____.b IIII :I T N. PERMISSION AND EN CONSENTE-WO NORTHSIDE Ins - , D C - B A DESIGN ASSOCIATE$ D - I ---- -- '--T - .........._........ ........................ .r.. .................R - ........... ............... h12 DORMER 11 1 m .................... ............:..................... ... Y _ hB RAFTER5 3)h 2 P.T. A.6 B A A.6 (2)1-Y II-Y' I f 16'O.C. HEADER, A.5 A.5 ' •` ' ^' :DROPPED - BUILDER: LVL RIDGE 1 BLD LVl IHEADER' t ---- ------- (9 ----, PC5T.T. - ; - - - ROOF PLAN. - ____ •.-IT ON. DORMER (a)1-1:'.II�• FROt RIDGE - l/I.O Y WL LO/LS •I, TRIMMER9 LVL TRIMER ____ __ , POET i - (S08)255-4795 .6 POST - 4.6 P05T bldrenovalo •. -- RIDGE STRAPS , PST pN.FROI'I R2.FROM T ns com ON. TRUSS TRV55 DN. • .. ' POST - 1 - _ _ � � - � DESIGNER: h I } — ---- LVL 1RyD�6E' ° i — -- --_— — z— i NORTHSIDE — ---- lul IP REVISION IS 1 REVISIONS REVISION II If o 1 •Ii O"�1 DESIGN 11 II i� I I I I I I I •I I I', REVISION„ .. r _____ _.._._. REMOVE ALL 4 PORCH: DROP GARAGE 1 I I I I I I I I I 11 1 - IIII I_-_ T DN. i\ ADD`G4T , COLUMNS.CHANGE RIDGE A= _ __ _ _ I I.' DROP WRAGE RIDGE ♦ i ff 1 'CIOSIETTI NNED AV I DROPPED HEADER To: 'EITHER END p4 -_ OF TRUSSES) (EITHER END ASSOCIATES } >}} f 1' FROM RIDGE INSULATED AIR I I I I. I I I I I I . I0I jj }} ffSBZATREDRAC-- I'I I 6 TRUSSES)BELW 101 fw''�I I ]CEILING RAFTERS 1 V .fLFTT' I I f' I I I I I I I I I I -II rc RAFTERS TO TIE DISTINCTIVE RESIOENMI&COMMERCIAL DESIGN RAFTERS OVER RIDGE / I'I I ( I I I I I I I. I I I"B 341 MAIN STREET•YARMOUTHPORT•MA 026T5 \ T RAFTERS OVER E 1 101 I 1 I f IX1. RIDGE �' 11TXR.{55 I 1 I I L�CRAU q AD TO NDR. (5091362-mo (5091362- 2 _�____ ___ ,f .' B I _ _ r4t7l' II IOF YRI I ID� I -I I I OF TRII INS E R�. DBL.M STUD • N rtlnideDi@co5mcasLOnet 1 1 bT3 ROOF RAFTERS I --- _ 11 - "__ 11 IL `('' �hl 1 1' 1 I I I I I I I I�,'B POCKET(TYP.) - - ---- ---- f I&-D.C. RA' A ' '�'� as•k o.c '. ..:_ i u'o.C. R2DGE t'I I i. I I F_- -I I I I I' e 2 q NGINEER: 11 ( I } II - ? ON.T ON. D _ I,.' I I I I t`� V I I I I I :-- FROM RIDGPOST E v" 11 --1 TO MDR. U 1. .- POST--_ - - _- I _ --_ �� . 4W1L6AD I I ��I 8 BI�CKINk i , '�. OR T • TRUSWSCEJ.S TO UMfLTNRIiesp�ti� N /'' 1- 14 I .._ -� ITOP4�U T I I. Wµl I •'I II HE\11ADER Ll. P I r— LVL HEADER, _ L R E I I I I �I I di III IwPWA WALL^y I I I I I I 1 1 I II DROPPED 4.6 POST ON. - _ _ _ _ I I I I I FROM RIDGE I I • FR%Ot1 RIDPOST T �I ..-.L-1... L L- BIL I L�_ I.1.I I I I I ICI O R j: TO"DR. - I .�$ED��I v ` TO NDR. ;i __ _ _ _ T NO I06 �=0 �lI f 6 O.US C O HE I I K d 11 V�, O GGORAFTERS f _ ` GO I Y I E R 1 1 `q 'I I I« W �I'I I 11 I I_ I I I I I I III N he HIP RAFFER5 L L M D K _ PD Ix ERA. F {`I II• �. � SIDENCE LVL RIDGE NAILER -7.- = TZ - -- ( 16 OC j �•` I'ILI -1 I I I I I 1 I 1 I III R I - 94 HOLLY POINT ROAD o. 5 u _.._.- . ._ —.I+I I.I i CENTERVILLE,MA. _._ , I I hl2 ROOF RAFTERS 111 hl2 ROOF RAFTERS ... _ �- _ -- _ e_ - N G ' 1 11 CUPOLA FRAMING I I T POSY (9) -Yf.q�•LVL T _ POST 4.6 POST T _ TITLE: I L_________________ _______U, ON. ON. FLUSH NFADER OVER DN. ON.FRpt ON.FROM ON. DORMER WINDOW °TRUSS TRUSS I ROOF & ROOF 46 POST ON. (9)hl2 HEADER - FROO RIDGE BT.DORMER - a FRAMING PLAN 3 TRIMMERS NOT TO SCALE ROOF FRAMING PLAN PROJECT#: SSHH EETT 15-28 J.J OF DATE: 05/25/16 12 6/15ROD 233:N Rn c GENERAL NOTES • fi , C 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS A.6 OTHERWISE NOTED, _ - 2.ALL INTERIOR WALLS SHALL O BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. ..,. • - e'-o• 39-0 ��� N 3.CONTRACTOR SHALL VERIFY +'x'" PROP.M.BATH ALL PRIOR OOWROUGH G OPENINGS ---- I IX19TG C.M.U. NEW CRAWL - � � CHI BY FNDN SPACE VENT 4.CONTRACTOR SHALL VERIFY I I TO REMAIN. (TTp.J _ _______________________________ ______ ________ - ALL DIMENSIONS PRIOR TO 1----(R�W ---- I �^ 1 ..-. , nl\ I •- -- --------------------- -------------- -- ------------ O •�o ASSUMES RESPONSIBILITY FOR `IXISTG P.T 1 1 IST'G B31T IXI9T'G B9MT PRWIDE a5 REBAR9 I I I I III POST"P.) I DOOR WINDOW 0 IY O.C.VERT.IN I wReiExwni�BDN F ANY MISSING OR INCORRECT III IXIBTG FNDN WALL C I ; CONCTINRETES FOOTING. :: ; SMOKE DETECTORS-REVIEWED eq 1 1 (TTP.) I 1 CONCRETE FOOTING. 1 -y 1 ��!< � THE EATTE ATTENTION OFTHEGHT TO SISTING I III ' I I I KILN IXISTG «1 I I 1 � DESIGNER. IXISTG(2)2.10 I i BASEMENT AND PROPOSED ' ' 1 III BEAM DROPPED 1 'O PROVIDE NEW `--E1L-' FLOORS I I PROPoSED ; ; o __J� FOUNDATIONOTES: - I COIL,SLAB OVER C REMOVE IXI9T'G ' j CRAWL SPACE i i dgf REVISIONS EXISTY. •I BSITT WINDGW ' 1 NEW Y CONK. 1 BUILDING DEPT. DATE . I I DUST CAP I.MAIN FOUNDATION WALLS TO BE 10'POURED _ III I 1 IXISTG(4)2xB °11 1 CONCRETE Fc'.3000 pal, W/20 a5 BARS TOP 4 III i BEAM,DROPPED _ PROVIDE%'WIDE OP'G' �� � '. � BOTTOM.FOUNDATION WALL TO BE ON 10°x2FY STRIP III IIII TO AO:ESS PROP. '3 .I 1 '1 FOOTING.PROVIDE 30 a5 HOR12.BARS CONTINUOUS �T CRAWL SPACE. I 1 IN STRIP FOOTING W/KEYWAY.PROVIDE 45 PROP09ED C.M.U.CRAWL H11F CONTRACTOR TO VERIFYI IO'THICK x i4'-B• - - VERTICAL DOWELS 0 24 O.C.EXTENDED 9'-b°MIN ' SPACE RETAINING WALL (- I -T LOCATION 15 CLEAR OF I I I FOOTING.ABOVE TOP OF III _ I ON CONFINUOUS w,1B' O�IIRIRIIII'R'RP LMD CARRYING COR. 1 I =RETE WALL ON CHANGE IN _. III I COY.FOOTING 1 *N- 1 POSTS. .. 1 I CONCRETE F OTINY HEIG .. EMBEDMENT ' ����IIINNNN---- I COYRETE POOPING. 1 WEIGHT ________________ ____l_ _l________________________- J I LOCATION :3 A PLATE WASHER. FIRE DEPARTMENT DATE e BOLTS 0 96 O.C.MAX. PROVIDE ANCHOR I i --..,,......•::-:,-,,_;;,,, � 80TH SIGNATURES ARE REQUIRED FOR PERMITTING ucT L S A ' _________ _________ _____________ __________ 2a ALL•STR URA IL COLUMNS TO BE 31¢ __ _ __ - CONCRETE FILLED LOLLY COLU TO EMEND 4 m � M FOOTING BELOW.PROVIDE 6°x6 x°95'CAP PLATE t 7°xl2'xV'BASE PLATE W/20%'DIA.BOLTS..WELD NO. REVISION DATE III 1 _ e. ALL CONNECTIONS.FOOTINGS TO BE 36'x36'x12' EXISTING III E%ISTING 1 O. PROP:GARAGE - NORTHSIDE HEREBY I } SQUARE CONCRETE.W/30 a5 BARS EACH WAY. COPYRIGHT 1R I 13. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL EXPRESSLY RSERVES ITS A.6 III 1 1 ISTG C.n.D. _IIII i P.T zao I I - PARTITIONS. COMMON LAW COPYRIGHT P.T.HEADER THESE PLANS ARE NOT TO BE REPRODUCED, FNDN WALLS AND I I'II 1 B I I ( B A 1 PIERS(TYP.) IlB�mL I I 1 6si P.T. _ 4.CONCRETE SLAB TO BE-4°POURED CONCRETE ON CHANGED OR COPIED IN ANY FORM OR 'POST 111 I I - A.5 A.5 COMPACTED FILL. PROVIDE CONTRACTION JOINTS I• MANNER WHATSOEVER WITHOUT FIRST (Tri DEEP AT COLUMN LINES.CUT W/'EARLY ENTRY' OBTAINING THE EXPRESS WRITTEN III I -S"L ° 1 ' -`-Ill 4 ♦ .. - SAW. PERMISSIONA D CONSENT OF NORTHSIDE EXISTG DECK 5.CONTRACTOR TO PROVIDE CRAWL , FOUNDATION AND I - 5PACEBASEMENT VENTILATION AS REQUIRED BY FRAMING TO I 1 - - - - CODE WINDOW5/VENT5 OR MECHANICAL)' III REIVNN I I IIII _ I 1 '-b \ - ( , BUILDER: y I III I 1 IIII I 1 - III 1 1 EXISTING I 1 r _____________________________________________________ _ 6.CONTRACTOR SHALL ENSURE TWAT ALL I /N'RIIN v CRAWL SPACE v FOUNDATION WALLS MAINTAIN 4'-tY MINIMUM COVER. III I :x PROVIDE NEW •_JIIL-' I I I t _______________________ ______________________ - 1 II' 1 I H COY.SLAB OVER I �'I I I -1 7.PROVIDE WEB STIFFENING PLATES AT BEARING IXISTG 1 I n 1 1 I 1 1 POINTS OF STEEL BEAMS(TYP.). S.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF _ PROPOSED I y ANCHOR BOLTS 9c' 1 ALL STRUCTURAL COLUMNS. IIII I ' M I I GARAGE SLAB I O.C.MIN.r EMBEDMENT I 1 1 (2)2x10 P.T. 1 I I w'.W..'PLATE WASHER 1 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR III I 1 I HEADI-- TI_ I I _ I (TTP.) DIMENSIONS.ANY MISSING, INCORRECT OR 111 1 I - IIII I IEQ. _ Q P COp:..,aJ.B ON 10 MIL 1 I �x QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE DESIGNER: I EXIST'G(4)2x6 VAP'At RETARDER• I• 1 ATTENTION OF THE DE51GNER BECOME THE NORTHSIDE - I BEAn,DROPPED I �. - - 1 :�. I -BACKF;LL WITH CLEAN I DROP TOP OF WALL I I RESPONSIBILITY OF THE CONTRACTOR.II 12' ODOR OPENINGS I - 1 �_�LL-^ , 1COIPACTED PILL I TYP.) I ' - DESIGN 1 I IXISTG BSMT - T - ' _: ( I IO:INTENT OF DESIGN IS TO ALIGN NEW FIRST III - IIII VENT == ; 11PROVIDE I LATER SVB'TYPE 1 FLOOR SPACES WITH EXISTING FIRST FLOOR.a ASSOCIATES X'FIRE:.ODE GWB ENTIRE CONTRACTOR SHALL ADJUST TOP OF FOUNDATIONREBARS 0 12.O.C. 1I - I GARk,:E t CEILING I PITCH SLAB W PER FOOT WALL AS NECESSARY TO ENSURE DESIGN INTENT.I`\ VERT.IN EXISTG IIT,IBI�RIIIBTIC' 1 PROVIDE W'DIA. �c I 1 W D16TINCfIVE RESIDENTIAL&COMMERCIAL DESIGN III`ELEAH, (2)2x10 FNDN 1WLL T^" - KY.N IXISTG 1 �.. AND PROPOSED 1SONOTUBE W BKFOOT - I • 'p 4; 10.GARAGE AND OTHER FILLED FOUNDATIONS 141 MAIN STREET•YARMOUTHPORT•MA 026T6------------------------------ (508)30-2210 (S0B)362-9.2 BEAM,DROPPED 1IIII FOOTING(BF20)FOR _ I 1 1 J I V'TG B1"1T FLOORS 1 ABOVEN SUPPORT ' 1 - -_ -- ' 10°POURED CONCRETE WALL W/.20 XS TOP ANDNABOVE CTTp.) I - I tr BOTTOM BARS. FORM FOUNDATION ON H20 ORIZ'STRIP ____ _ ____ ______ ______________ _____ __: I RTHSIDEDESIGN COM r------------- - 74 T 7 7 7 7 ---- -- - KEYWAY ---- ----------- TS 4-',--* i 1 BARS AND KEYWA LL BARS'PPROV DE TRAN T� __ 1 1_I _ T_______1_ ________ ___________________ ___ __ " 1 BOILT94 DTP.• I BOLTS TYR• 1 - REINFORCING'W/ 15 BARS SPACED 0 12'O.C. N rthsldel@w t et 222yyylllppp PLA'TQEN PLATE LL _ _ I. 1 1 ' 1 - I - 1 1 - - VERTICALLY. PROVIDE W x 12'ANCHOR BOLTS• • b HE D R III 1 1 1 •; 1 IXIST'6 PROVIDE 36'WIDE OP'G .W ANCHOR BOLTS 0 B6° I.S I I _ 36°O.C.MAX.MIN. EMBEDMENT W 3°xB'xY'PLATE STRUCTURAL ENGINEER: P 9 Cn.U.FNO 1 'I TO ACCESS PROP. O.C.MIN.7-EIBEDMONT 1 WASHER. WALLS TO 1 CRAWL SPACE. WV91B'x W PLATE WASHER .1 I I•DEEP CONTRACTION 1 . L L L L L_L_L L-_- ,1 . I REF OVED 1 CONTRACTOR TO VERIFY (TYP.) I EENTRRYCSAAW IT(nP RLT YLOR . L- ., J LOCALOAD,TION IS CLCARRYINGEAR OF .M1 I I ' LC ---------- DATE:POSTS' IP THICK•i4'-B' ' I I IO'THICK x S4'-B' 1 1 '. '_p• ,: I CRAWL SPACE CONCRETE WALL ON O - I CONIC ETE WALL ON C. 1 I NEW 2•CONC. CONTINUOS 2 ,O- I I CONTINUOUS 20'.10- DUST GP' CONCRETE FOOTING. - 1 .: 1. CONCRETE FOOTING. 1 T - 4 is PROVIDE Nl'DU. I O'THICK x S6'-2° VERIFY CHANGE IN I •: , I . - - $ONOTG E W BIGFOOT _ 1 �' I CONCRETE WALL ON FOMDATION HEIGHT �__________________ ______ _J �__-_ __________________ ______-_ _______--____- FOOTING(BF2B)FOR 1 :.: I CONTINUOUS 20-00' LOCATION .1 ... •:.:.:r'.': .. .. - - •, - COLUMN SUPPORT .......:..........: - .:.:�:.... -..a ABOVE(TYP.) - ... .....:. .........•. ,...... ..... _:... ., .,.:.... .... .:'- I. CONCRETE FOOTING. -1 '--- .'e....._..:.- 1 TfIII _____________________ ----------------------------------------------------------- •_______________________________ OI - NEW CRAM - t SPACE VENT ,; _ - WALL KEY 1 4 N'-0. _ IR'- =--41'-0•. OSED - .B • - EXIST'G C,M.U.FNDN WALL5 TO REMAIN TG O M E RY _ f..... 1 EXI5T'G'C.M.U.'FNDN WALL5 TO L-----l BE REMOVED A.6 A.5 A.5 RET'�A�INrINGG tB•1•ALCL�NEIGHTKTO - RESIDENCE -• BE FIELD VERIFIED. 94 HOLLY POINT ROAD PROPOSED 10•POURED CONC.. CENTERVILLE,MA. FULL WEIGHT FNDN WALLS - - _ - [ FOUND ITLE FOUNDATION PLAN TYPICAL NOTES: N - A:CIN 1. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED 3.CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ PROPOSED AREA PLA CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY SHORING ETC.TO MAINTAIWPR07ECT EXISTING HOUSE AND STRUCTURAL - - • DESIGNER OF ANY DE5CREPANCIES AND/OR CHANGES THAT MAY BE INTEGRITY OF EXISTING HOUSE. 1ST FLOOR LIVING 1673 SF ENCOUNTERED. 4.CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL 2ND FLOOR LIVING 516 SF 2. CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION TOTAL LIVING AREA 2189 SF NOT TO SCALE AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE THROUGHOUT R CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND NECESSARY TO ENSURE SUCH PROTECTION. GARAGE 659 SF THAT MAY PREVENT THE SUCCESSFUL COMPLETION OF ANY PORTION S.5TRUCTURAL ENGINEER/DESIGNER.TO PERFORM FRAMING IN5PSECTION � ' DECKS/COVERED PORCH 610 SF • OF PROPOSED BUILDING. CONTRACTOR SHALL NOTIFY DESIGNER OF WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR TOTAL OUTDOOR SPACES 1269 SF PROJECT ti: SHEET _ SUCH PRIOR TO MAKING ANY ADJUSTMENTS OR ALTERATIONS TO WALL PLASTER BOARD/FNN15H, - ' PROPOSED BUILDING AS PRESENTED IN FINAL CONSTRUCTION A•0 DOCUMENTS. - TOTAL AREA 3458 SF 15-28 - _ ice. -- , • - i DATE: OF f 05/25/16 - 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS - OTHERWISE NOTED. C 2.ALL INTERIOR WALLS SHALL A.6 BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR NEW cHIrlNer n-B '-t1Mz -. 0'-'1� ASSUMES RESPONSIBILITY FOR F.P.ON ANY MISSING OR INCORRECT ENISTG CHU. _ TWl10410 TMI0410 \ CHIMNEY FNDN ./' DIMENSIONS NOT BROUGHT TO - THE ATTENTION OF THE BOIL-IN ——I—— BIN BDI -IN BENCH DESIGNER. �y REVISIONS E - - PROVIDE FORIrL TELEVISION I _„y_ PROPOSEDINSTAL _ z ABOVE`ATIONA EL g10I5f12 MASTER BED -z ' m CATHEDRAL I- b - . $$s' CLG.RIDGE . �plp I T'_ql EXISTING Z PROPOSED ---LJ 112M -.tq•� n • DECK LIVING AREA I - CL 81FIVVI = I I PNOP "" M BATH - p_'y2 REVISION DATE _ CENTER SLIDERA.5 - A.5 ®COPYRIGHT ON FOYE R NORTHSIDE HEREBY ACROSS I _ _ - Bm FIBERGLASS I III (III - COMMON LAW COPYRIGHT.SLV RSERVES ITS DORMER ABOVE ENTRY DOOR wr Z1I $ THESEPLANS ARE NOT TO BE REPRODUCED, N•W.9IDEL1TE5 _ PROP. - - CHANGED OR COPIED IN ANY FORM OR COVERED D PROPO R4. LD ANNER WHATSOEVER WITHOUT FIRST FOYE - IR PORCH D BTAINING THE EXPRESSWRITTEN fL PI PROPOSED ERMISSION AND CONSENT OF NORTHSIDE A.6 PROPOSED -B• 1; /FIAT CEI - p`'6 WALK' ESIGN ASSOCIATES b DINING AREA I AGED LQ 3168 �, b _ _ BENCH BUILDER: CATHEDRAL 2668P T. CLG.RIDGE I . - �- LIN.� 27'- rt �5y�2. 13'- PROP. I EXISTG ¢ c --- -_--- TRY ALL i BATH NO.2 s e4s - - m - PROP. KITCHEN' I L --- 3'-TLV2 _— '��" r DESIGNER: NORTHSIDE (� I r�-- --� PROPOSED - fRX:, CL ;I I I i' I m w ,r< WALK ISp66 i APRON ® •�D�ESIGN Li 4 'u •� ISLAND r I I 10 I I I PROPOSED ASSOCIATES D GARAGE --_-_-- ' •' ---- I C I iJr w I DISDNCIVE RESIDENTIAL B COMMERCIAL DESIGN23128.5 e3 BAR SIK RILL DOW ATTIC ACCESS p EXISTING STAIR ABOVE. 141 MAIN STREET•YARMOUTHPORT•MAQ2675 " DECK ------- n I q,l r —__ -oN.zR _. CLj I - (5OR)362-2710 (508)362-9W2 CATHEDRAL I FLAT - - NORTHSIDEDESIGN.COM CLG.RIDGE� -11 .. PROPOSED -_ _ I - t. nortMldelN comcast.ne[I C16. —_ PROPOSED I' BD•OVEN V `f•—E. BEDROOM NO.2 ——COVERED PORCH ————————— — — ————— _ b' n.. �v �I ib I--- ei• -- Y -- _ ------ ----- r------- _ a. - STRUCTURAL ENGINEER: -- 'DROPPED STEEL�- I•——————— TAYLOR ;W (( �9'-016'-B DN.IR LANDING BEAM ABOVE I II�IR'I R DPG PROP I I I I I I I DESIGN LLC TR II I III II III ) I (II�DING (�� HALL1, PR i t 1111111 --- ----- J rL _ STAMP: _ „ STAIR [�. I ABOVE- I LINEN U.-410 n _ —— DarmEe _ 17� - --- -- - BB CONC. ,z ti ABOVE i Y «_ v — APRON m O PROP. T I i E PRIP, CLOSET_ CURRIES 'P FIRE-RATED —————— LAUNDRY I BATH ——— ENTRY DOOR F PROP. ' N0.3 ,_I 7r T•-p OUTDOOR ^ I - u SHOWER '- I '- '- AR 1 - - 646 e46 PROJECT: PROPOSED O'-O �,o i° 4 4 NOTE, MONTGOM/'ERY G. ri. ALL WIND WS RE TO BE RESIDENCE -. - - 94 HOLLY POINT ROAD - - w APPLIED GRILLES CENTERVILLE,MA. - - INSIDE AND OUTSIDE TITLE 1ST FLOOR PLAN c B a 1ST FLOOR PROPOSED AREA PLAN 1ST FLOOR LIVING 1673 SF 2ND FLOOR LIVING 516 SF NOT TO SCALE TOTAL LIVING AREA 2189 SF L GARAGE 659 SF - DECKS/COVERED PORCH 610 SF PROJECT#: SHEET TOTAL OUTDOOR SPACES 1269 SF - TOTALAREA 3458SF 15-28 A.'1 • DATE: OF 05/25/16 12 W-164 H.41 PM GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL " BE 2X6 @ 16"O.C.UNLESS„� OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. " .. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ' CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO _ ,. THE ATTENTION OF THE DESIGNER. ° REVISIONS I I I I ti I I - NO. REVISION DATE I I ®COPYRIGHT * - I - NORTHSIDE HEREBY EXPRESSLY RSERVES ITS I - .COMMON LAW COPYRIGHT. I I HP41 REPRODUCED, CHANGED OR COPIED IN ANY FORM OR - I I GARAGE GARAGE MANNER WHATSOEVER WITHOUT FIRST ROOF 1 ROOF BELON OBTAINING THE EXPRESS WRITTEN I I I I 1n PERMISSION AND CONSENT OF NORTHSIDE I .. DESIGN ASSOCIATES - x 4'NALL x 4'NALL - j M1I - - BUILDER: I I 1 I PROVIDE NET - I BAR - PORCH ROOF } CABINETRT 1 BELON "V PER CLIENTS - ___ SPECS C .. 1 1 iA oo - ___ HALL DESIGNER: -- PROPOSED _ NORTHSIDE HCO L DESIGN 7TBE� �� �� IFv n ® ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN OPEN RAIL //��RD I 1 1O4'W`LL - 141 MAINSTREET-YARMOUTHPORT-MA W67S ROOM ALIGN GARAGE ISM)362.2210 (50R)362-M2 KNEENAI-L t •III I JV NORTHSIDEDESIGN.COM W I R CLOS L j - - .northsidel@comcastnet ° MUDROOH.ROOF I - BELON AR551-STATIONARV 0 H 1IXl10 10 4 1 I ~b - STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: - - PROJECT: PROPOSED MONTGOMERY NOTE. ALL WINDOW5 ARE TO BE RESIDENCE 2ND FLOOR PLAN ANDERSEN 400 SERIE5 94 HOLLY POINT ROAD W APPLIED GRILLES CENTERVILLE,MA. INSIDE AND OUTSIDE TITLE 2ND FLOOR PROPOSED AREA PLAN 1ST FLOOR LIVING 1673 SF - 2ND FLOOR LIVING 516 SF TOTAL LIVING AREA 2189,SF NOT TO SCALE GARAGE 659 SF • DECKS/COVERED PORCH 610 SF TOTAL OUTDOOR SPACES 1269 SF PROJECT it: SHEET TOTAL AREA 3458 SF 15-28 A.2 DATE: OF i 05/25/16 12 ' SR6/A16 a'M:a6 R.1 GENERAL NOTES ' 1.ALL EXTERIOR WALLS SHALL I BE 2X6 @ 16"O.C.UNLESS _ OTHERWISE NOTED. ' 12 2.ALL INTERIOR WALLSSHALL _ BE 2X4 @ 16"O.C.UNLESS 949'CUSTOM NPOLA 9F OTHERWISE NOTED. • ASPHALT ROOF 5FIINGLE5 • METAL DRIP EDGE 3.CONTRACTOR SHALL VERIFY tr FLLSM FASCIA \ ® - - - ALL WINDOW ROUGH OPENINGS • ANDERSEN TRANSOM WINDOW NEW BRICK CHIMNEY TO PRIOR TO ORDERING WINDOWS. FRIEZE ISTING 2' E REPLACE E - t bM1 FRIEZE CORNER BOARDS, CONTRACTOR SHALL VERIFY " .S ALL DIMENSIONS PRIOR TO • .C.SHINGLES y�12 PI$N 'V a1DGe - CONSTRUCTION-.CONTRACTOR DDRMPR RDDF ENT ENT IASSUMES RESPONSIBILITY FOR 4 91TRIn - - ANY MISSING OR INCORRECT • trD TRIM ARCHITECTURAL GRADE _ ASPHALT ROOF DIMENSIONS NOT BROUGHT TO SHINGLES(rrP.) THE GARAGE — — — — — — — - f DESIGNER. ATTENTION OF THE BOTT CLG.JOISTS 9I12 _ PITCH I 12 IZP RDaP REVISIONS " 12P ROOF RAKE-E)RENDED (Ty �12 "I - . /TYc)�yIDED .�h91TRIn ' tr9 TRIM • trD TRIM trD TRIM M"BATH . - S GABLE 90FPIT 4,12 PITCH b4 RAKE 50FFR • tri GABLE FRIEZE _ y — — — — — — — — —tr6 GABLE FRIEZE — —BOTT CLG.JD15T ALIGN TW2038 TWlbbe TN2036 ATTIC/GARAGES SOFFITS PITS 12P aaDF EAVE/TYP.) M.BATM' 2ND FLOOR trD FASCIA TOP OF PLATE • ALUMIINUM G1�f 7C:R — — — — — . IZP ROOF EVE/TYP.) TWf20111 Ni SOFFIT T,b FASCIA tr10 FRIEZE • ALUMINUM GUTTER . W SOFFIT ® ® W NDOWDOOR TRIM • FR IEZE RIEZE. 9'-II a'-o•N. w:,DRIP CAP w I• •I NO. REVISION DATE OVERHANG OVERHEAD GARAGE DOORS tri HEAD CASING W tr5 JAMB CASING AND tr5 JAMB CASING - HEAD CASING WITH 2'WINDpN SILL - m COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS 1,10 DECORATIVE CROWN TW2038 TW2038 - - COMMON LAW COPYRIGHT. .C.SHINGLE SIDEWALL• DOOR STYLE T.B.D. THESE PLANSARE NOTTO BE REPRODUCED, 5'EXPOSURE(TTP.) CHANGED OR COPIED IN ANY FORM OR 1ST FL/PROP. IXISTG I FROM MANNER WHATSOEVER WITHOUT FIRST ;F.111 OBTAINING THE EXPRESS WRITTEN IST FLOOR 1ST FLOOR 8080OMGD - 8080ONGD MS,Ii GORIER BOARDS _ PERMISSION AND CONSENT OF NORTHSIDE PAINTED WHITE(TYP.) DESIGN ASSOCIATES PROP GARAGE SLAB - _ _ - ELEVATION x41.9' I - _ - WG P.T.POST W B ^rt v 9OI/ARE COLUMN WRAP 1 W DECORATIVE CAP PROP CRAWL SPACE AND BASE(LrFl DUSTCAP BUILDER: 24'-0' i 11'-9'— — — — — — — 14•�•— — — — — — — — — — — — — I GARAGE - 5X4)FIBERGLASS ENTRY I n..BATH TT - _ - ., DOOR W 21,HI-N.SIDELITES. I ' ',. STYLE T.B.D. .. _ rL___________________________ L---------------------------- .. DESIGNER:" NORTHSIDE EAST ELEVATION DESIGN z ® ASSOCIATES �9 • DISTINCDVE RESIDENTIAL D COMMERCIAL DESIGN • - - • - 141 MAIN STREET•YARMOUTHPORT•MA 02675 • _ ` ® (SDE)362-2210 (S08)362-9802 NORTHSIDEDESIGN.COM ' - ' .. n4rthsidel@comcart.ne) 4,12 PITCH 4�Ct PITCH 12 - I - I STRUCTURAL ENGINEER: _ 9p J J TAYLOR - - 12,12 PITCH GARAGE, , DESIGN LLC BOTT CLG.JOISTS - • — — — — — — — STAMP: 12 PITCH' 4i2 r DORMER, �9 OP OF - T PLATE _ _ _ r _ — — — — — — — — — — — — — — — 4 — — — — 120 PITCH R551 111 12.12 PITLH Nk GARAGE. TOP OF PLATE • 2ND FLOOR , — — — — — — — — — — — — — — — PROJECT: ® - PROPOSED MONTGOMERY ® RESIDENCE 94 HOLLY POINT ROAD __ a CENTERVILLE,MA. TW29J10 TN24310 ' ' '� e46 Tvaeab IX15TY.I PROP' IST FLOOR T, TITLE GARAGE 5UAB� _ ELEVATIONS " ELEVATION x41.9• I I I OUTDOOR SHoNER 1 1 I I IN FOREGROUND 1 NOT TO SCALE I Ir-__•______________________L-----------------------------------------------_------_J 1 _ F `-----------------------------------------------------------J " " IF PROJECT#: SHEET SOUTH ELEVATION 15-28 All r. DATE: OF 05/25/16 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL _ - - BE 2X6 @ 16"O.C.UNLESS _ OTHERWISE NOTED. - - 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS - OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ` CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ooRnErx-- "( ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO - - THE ATTENTION OF THE ` - DESIGNER. REVISIONS TW EZ TW2846 FWD C135 C%135 C135 12D ® NO. REVISION DATE 0 COPYRIGHT EXISTY./PROP 1F0 COMMOVE HEREBY EXPRESSLY RSERVES ITS 19T FLCOR COMMON LAW SA COPYRIGHT. ' _ — — _ — _ — — — _ _ _ _ — — — — — — — — THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST p q OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE R@R y N9 � �d A5 DESIGN ASSOCIATES BUILDER: W E S T ELEVATION DESIGNER: NoxTxslDE + 12 _ - q DESIGN ASSOCIATES ' - - - - - DISTINCTIVE RESIDENTIAL COMMERCIAL DESIGN ® - - ' - -' _ 1<1 MAIN STREET•YARMOUTHPORT•MA 026T5 - (50R)362-2210 ISM)362-9602 T - NORTHSIDEDESIGN.COM f,12 PITCH f,12 PITCH _ \ v _ nortMlEe1@comcast.ne[ I STRUCTURAL ENGINEER: TAYLOR IT,D PIT" ITiYl PIT" - - - - - .DESIGN LLC fo PIT" f 12 STAMP: 9� - PROJECT: PROPOSED ` MONTGOMERY . - � RESIDENCE 94 HOLLY POINT ROAD TW2.6 TW16C6 Twzloam TWmomu - - CENTERVILLE,MA. TITLE-:-• ELEVATIONS EXISTIG PROP. COPK.BLOCK POURED FNDN. CONC.FNDN. NOT TO SCALE PROVIDE NEW - EASEMENT SET19Tti � � � PROJECT#: SHEET - 15-28 A.4 NORTH ELEVATION DATE: OF 05/25/16 12 . - SR520164-51 W - GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL 12 __ BE 2X6 @ 16"O.C.UNLESS 9� strs CUSTOM cuPOLA OTHERWISE NOTED. ASPHALT ROOF 9HINGLEs METAL DRIP EDGE 2.ALL INTERIOR WALLS SHALL S.CRCWN - BE 2X4 @ 16"O.C.UNLESS • tr FLUSH FAll ® A RSEN TRANSOM—DON � OTHERWISE NOTED., CONT.RIDGE 9II VENT(TYP.) "FRIQE • 1.6 CORNER BOARDS 3.CONTRACTOR SHALL VERIFY "•�2&1e- ,LVL W.C.sH1NGLES ALL WINDOW ROUGH OPENINGS 2.S BRACING PRIOR TO ORDERING WINDOWS. 21,10 DORMER •W .C. 1 (2)I-96ti LVL RIME RAFTERS•WO.C. 4.CONTRACTOR SHALL VERIFY try CLG.JOISTS• • n'-y TOP cuaR ALL DIMENSIONS PRIOR TO W D.C. - TRUSS LENGTH (2)I-ball-76'LVLS CONSTRUCTION. CONTRACTOR PROP GARAGE. ASSUMES RESPONSIBILITY FOR BOTT CW.JOISTS — — — — — — 14 �'DU,THRU-BOLTS .W WA9MER9 EACH SIDE - - — — — — — — — — — — — ANY MISSING OR INCORRECT (AEUGE D°RF'FR eAVF R-�BATT DIMENSIONS NOT BROUGHT TO (Ty2.12 WRAGE TOP cw0RD5 SPACERS/TYP.I 5 FAS IA �9�12 INSULATION �F 12 (2)I-w LVL SPACERS BACK TO • ALunlNun GUTTER PITCH PROPOSED RAFTERS• •I nl••, BACK THE ATTENTION OF THE • AL SOFFIT -20 BATT LOFT W'O.C. 12 • WO FRIEZE1NsuurKrl (6) 'DIA.THRu-EKX.rs DESIGNER. �v •y 13 -� . W W49NERS EACH SIDE j ^ OPEN U 412 PITCH REVISIONS 1�1, TO 12V mu PRODt WET Di 3 P W J. PROP ATTIC/GARAGE. BETQID ESAR v Y WI ® — — J. , 2ND FLOOR _ BOTTOM CHORD — — — _ _ _ .—_ T aP I -NOE /TYP I. 2)I-Y.•.9,Y'LVLSJ.E BLgyyGL Oa er RP ROOF av TVY120111 • �"DIA.THRU-EKA.TS W K TO BACK I-9j'LVL'9 EITHER SIDE ' WASHERS EACH SIDE(TTP.) 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REVISION DATE GWB eNTIR FLOOR JOISTS SUPPORT TRUSS ENDS EKISTR6/PROP, • GARAGE t ♦ / (2)1-14%1I-1•LVL ®COPYRIGHT IST FLOOR F--' CEILING T FLOOR JOISTS NORTHSIDE HEREBY EXPRESSLY RSERVES ITS — _ D. — _ _ _ _ _ — — — TRUSS U S S 'A' PROFILE •- _SUPPORT TRUSS COMMON LAW COPYRIGHT. ,. -- THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST / TRUSS 'A' SECTION OBTAINING THE EXPRESS WRITTEN L A s4L CONTRACTOR SHALL J p —6/6 W WF TOP y OF - � PERMISSION AND CONSEM OF NORTHSIDE MAINTAIN 4D'MIN. _ SLAB FOOTING COVERAGE 4'LONG.SLAB ON 10 MIL DESIGN ASSOCIATES - 10•THICK•t1'-B' VAPOR RETARDER - . CONCRETE WALL 6'COMPACTED FILL - BUILDER: .. ON C .20-OW CONCRETE FOOTING SECTION. A . NORTHSIDE 12 DESIGN q� ASSOCIATES - ~ DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN - - 141 MAIN STREET•YARMOUTHPORT•MA W675 (508)362-2230 (5081362-9.2 22_O ® _ TRI1Ffi LENGTH NORTHSIOEDESIGN.COM northsldel[lcomwrt.nel RAISED HEEL COMMON TRU94- _ - - ' ` •B O.L.. - DESIGN AND MANUFACTURE �'-•�� � � BY orHERs 1a. - q.12 PITCN� .. STRUCTURAL ENGINEER: ' 'TRUSS A\ \I+ RAISED HEEL CI: MO TRU99 YLOR i �� _ •W'O.C.. DESIGN AND MANUFACTURE PROP GARAGES W f ' M ` LLC_ _ v Z L---------------- -- . BOTT CLG.JW5T5 — — — — — — — — — — — — — — — — — — — _ flTCH ALIGN KNEEWILL W 12 PROPOSED S CLOD EETT'HALL LOFT 12� OPEN ,12PITCH COMMON TRUSS 'B' PROFILETO I "' 'DRROD11 WET BAR ' PROP ATTIC/GARAGE- \ -• --- -- � rwrzoltl — — — — — — TRUSS NOTES: �q�' 2.12 FL. --T WI2.45 STEEL R-30 EIATT 1. 1 •J" v �0$ED 019r9 Sp�AT\ BEAM.DROPPED INSULATION ® ® ® c _ CALCMANUULLAATIONS 9TAMPPEDIDE SHOP AND P�I�D'BYYTHEIR TGOMERY D' MA.REGISTERED ENGINEER. R ES I D E N C E O.C. MNIMM MINIMUM TOP OM CH RD PROPOSED %/ ♦♦♦ MINIMUM WB BOTTOM 4CIlORD 216' GARAGE / ♦♦ 94 HOLLY POINT ROAD TN20.t6 TW2038 L.T.EDITION AND DESIGN TO MEET MA BUILDING CODE E BTH EDTION � CENTERVILL.MA. LOADING W%(50.15)-60 PLF MIN. [TITLE EK19TY:/PROP. � 14 1ST FLOOR ADD ROOF CUPOLA B00 a5 - PR�P GARAGE SLAB. BLDG SECTIONS& - TRUSS DETAILS 4 - TT 1- NOT TO SCALE PROJECT#: SHEET SECTION 15-28 A.5 B _ - DATE: OF 05/25/16 12 5/25/IDlfi 4:H:50 PM • GENERAL NOTES - 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL - ' BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. • 3.CONTRACTOR SHALL VERIFY raNT.RIDGE veHT ALL WINDOW ROUGH OPENINGS (TTP.) Ia12 _ q,,2 PITCH ) PRIOR TO ORDERING WINDOWS. (R2)IE�'1N1'LVL 'P'Tw (cnw pr,)al°GE VENT 4.CONTRACTOR SHALL VERIFY arO.RAFTERS K' WI (R2)IE 4y'.14•LVL . (2)2,12 DORMER HEADER °'C' DG ALL DIMENSIONS PRIOR CONSTRUCTION.CONTRACTOR 2.12 RAFTERS•W ASSUMES RESPONSIBILITY FOR 212 DORMER RAFTERS• D.C.9i11 6•D.C. q.12 ANY MISSING OR INCORRECT PITCH ale COLLAR TIES 0 K' 4 O.C. 12 ale COLLAR TIES•WO.C. DIMENSIONS NOT BROUGHT TO PROP MDROOM (3�1-y19�.LVL - 12� R-4A BATT.INSULATION• THE ATTENTION OF THE ll N DER,FLUSH '-- FLAT CLGS.(TTP.) DESIGNER. BOTT CLG.JOISTS _ _ _ — — _ _ — — _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — _ — _ _ — — _ — — _ _ — ANDERSEN STATWNART ae-eDaZ-H AWNING WINOON XARSSI CW.JOISTS M.BATH, j •W.O.C. _ _ _ 4'12 PITCH— — — — _ _ _ _ _ _ ED . CLG_JOSTSE REVISIONS _ I PROPOSED MUD (3) ER P.T. (9)2.12 HEADER'ST. ROOM HEADER - TOP W PLATE _ _ DORMER TRIMMERS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TO'OF PLATE :PROP. ' (3)2.XI HEADER U.N.O. 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WAu o_ ,SPACE — — , SQUARE — — — — — — — — — — _ - r SPACE — — — PROP CRAW DUST CEO • PERMOBTAINING SSIONA AND SENT OF EN DUSTCAP ON CONT.20'x10• OIBTCAP PERMISSION AND CONSENT OF NORTHSIDE -WIIGRETE-FOOTING— t j — E DESIGN ASSOCIATES 2'CONC,DUST CAP 2'CONC.DUST CAP T .CONTRACTOR SHALL 6'COMPACTED FILL . A-g 6'COMPACTED FILL BUILDER: MAINTAIN OR MIN. / FOOTING COVERAGE J , `L SECTION - " - • .. DESIGNER: NORTHSIDE ' NEW CHMEY TO .)RIDGE VENT - DESIGN REPLACE EXISTING - A PITCH AND TINDER RODF5 12 .LVL RIDGE BEAM ASSOCIATES /ARCHITECTURAL GRADE \'2) - q� pappOS.T ROOF I I 0I INCTIVE RESIDENTWL&COMMERCIAL DESIGN ' - ASPHALT ROOF SHINGLES ARCHITECTURAL . 141 MAIN STREET•YARMOUTHPORT•MA 0267S • ICE 8 WATER BARRIER RAFTERS GRADE ASPHALT ROOF- r - MEMBRANE,CARRY UP 3'-O' O.C. SHINGLES - (508)362-2 23 0 (5081362-91X12 IN.FROM EAVE W COX SNEATNIN,l •.%•COI SHEATHING' I-ij111-76• W BUILDING PAPER NORTHSIDEDESIGN.COM HEADER northsldel@comwrt.nA 2x12 DORMER - ____ _ - 1a F1 PITCH • RAFTERS 0 K•O.C. 2.0 COLLAR y _ (3),-W-441 LVL - 12 TIER•K•o.c. STRUCTURAL ENGINEER: HEADER 4� �.RIDGE)POET aS NAILER YLOR V 2.B RAFTERS M LC . - - - DORMER FAVF - 2.10 P.T.PORCH ROOF FASCIA •III.-O.C. —F-34. RAFTERS•K'O.C. • ALUI'IINUM GUTTER NEW MANTEL, PROPOSED •-lx6 SOFFIT TV MWSING AND ATTIC/STORAGE BUILT-INS TO R-21 BA TT ALIGN SOFFITS- - CLIENTS SPECS INSULATXIN _ m0 LVL '-_ (B)21,12 P.T. .. HEADER BT. . .'DORMER TRIMMERS (3)2,10 HEADER .I li INSULATION U.N.O.(TTP.) ' (3)2.12 HEADER JOISTS(•K' HEADER TRIM CONT.OVER SLIDING OOTR O.C. .. W FRIEZE ' PROPOSED PROPOSED FOYER ENTRY 2x0 PORCH CLG. . PROVIDE NEW 93' e eLi e e r V PORCH JOISTS•K•O.C. . DECKING AND RAILING - SYSTEM TO CLEINT y TGPLYWD.SELECTIOR SUB-FLOOR j I NEW DECKING TO ' GLUED AND f. 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CONSTRUCTIONALLDIMENSION. PRIOR TO CONTRACTOR RIDGE VENT "- : - COMPOSITE DECKING 'ASSUMES RESPONSIBILITY FOR' - -I ASPHALT ROOF SHINGLES ANY MISSING OR INCORRECT ROLL VENT MATCH EXISTING. DIMENSIONS NOT BROUGHT TO _ - SIDINGSEEELEVATION - - THE ATTENTION OF THE - _ - _ �'CDX SHEATHING P.T. DECK 'DESIGNER. RIDE BOARD 'TYVEK'HOU5EWRAP (STRUCTU 51Z INSULATION PER CODE ,SEE FRAMING PLAN - . v - - Y VARY _ 1 REVISIONS °COX PLYWOOD }},, GWB u./SKIM.COAT PLASTER. kt GN Ix STRAPPING®16'O.G. 1 .2)2.10 P.T. - ,. 2.6 0 16'O.C. HEADER 15.FELT PAPER - - - - INSULATION PER CODE 5/S"COX PLYWOOD. - ICE AND WATER BARRIER MEMBRANE. _ CARRY UP W-W FROM EAVE . - -RAFTER VENT -. `I I ) I \'VI - 6'x6'P.T.POST b'MIL.POLY VAPOR BARRIER WHERE IN5UL. y - AL. DRIP EDGE - IN5ULAT1 - ^ OVER ICE 1 WATER BARRIER ( I \ �� i O• I$°G.W.B. PER CODE. • .' 2.10 RAFTERS - - SIMPSOJ.ABU66 ALUMIN.GUTTER -- _ as - REVISION DATE - LORA-VENT STRIP VENT COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS W + COMMON LAW COPYRIGHT. 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CONSTRUCTION b COMP.-FILL DETAILS �1 TYPICAL GARAGE SLAB 4 FOOTING GARAGE APRON DETAIL 5 TYPICAL SILL DETAIL SCALE 1-1/2'.I' 7 SCALE 1-1/2" a 1'_0x SCALE 1-112" - 1'-0" NOT TO SCALE PROJECT#: SHEET _ •. �. 15-28 A7 - DATE:- OF - • "05/25/16 LJ - l GENERAL NOTES _ 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. - 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS _ OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. BEAM AND 2-96'END `�T� � •�""r``` J 4.L DIMENSIONS SHALL VERIFY DISTANCE ` _ ALL DIMENSIONS PRIOR A . LSTA 6 EACH RAFTER I I I I CONSTRUCTION.CONTRACTOR TO TER 16' el DBL TOP PLATE D.C. ASSUMES RESPONSIBILITY FOR a I ANY MISSING OR INCORRECT RIDGE BEAM e ,U I DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 5 i EA. DESIGNER. RAFTER - ° / /(C NOTE- REVISIONS L1_ RIDGE STRAPS ARE NOT 2. STUDS V 16°O.G. TOP PLATE REQUIRED WHEN COLLAR I TIES OF NOMINAL ix6 OR el I 2z4 LUMBER ARE LOCATED I 1 IN THE UPPER THIRD OF a 2, STUDS 6 16,O.C. THE ATTIC 5PPACE AND •I ATTACHED TO RAFTERS J -- USING(5)]DID NAILS i BTM PLATE _ EACH END �AFTER TO PLATE CONNECTION ` Y /`1 RIDGE BAND STRAP " N.T.S. R SCALE:N.T.S. RIM J015T r _ - 9 e NO. REVISION DATE FLOOR JOISTS ®COPYRIGHT ° NORTHSIDE HEREBY EXPRESSLY RSERVES ITS SILL PLATE COMMON LAW COPYRIGHT. - THESE PLANS ARE NOTTO BE REPRODUCED, • CHANGED OR COPIED IN ANY FORM OR - - 9 MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN I a PERMISSION AND CONSENT OF NORTHSIDE _ 1/2'CDX. SHEATHING 6 ' ` - DESIGN ASSOCIATES a - - - - SILL PLATE TO TOP PLATE - - - SEE NAILING SCHEDULE - - BUILDER: 5/8' ANCHOR BOLTS B 36'.O.C. - i - MIN. 7' EMBEDMENT w/3°x3°zl/4' PLATE WASHER - SILL TO PLATE CONNECTION W/SHEATHING SCALE:N.T.S. DESIGNER: NORTHSIDE DESIGN • JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING + ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN COMMON NAILS BOX NAILS •. - . - 191 MAIN STREET•YARMDUTHPORT•MA 02675 T- e _ - 15061362-2210 (5D9)362-9802 ROOF FRAMING - - - NORTHSIDEDESIGN.COM BLOCKING TO RAFTER(TOE NAILED) 2- 2-1Od EACH END I/2°CDX SHEATHI CONTINUOUS HEADER Bd RIM BOARD TO RAFTER(END NAILED 2-16d 3-16d EAC14 END 6 MULTIPLE OPENINGS northsidel�comcart.net WALL FRAMING STRUCTURAL ENGINEER: A TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-Ibd AT JOINTS TAYLOR _ STUD TO STUD(FACE NAILED) 2-Ibd 2-I6d 24'O.C. - - - HEADER TO HEADER(FACE NAILED) 16d 16d 24•O.C.ALONG EDGES NAIL Bd COMMON EXTEND HEADER IG LLC -- FLOOR FRAMING - NAILS 6 3°O. To K1MG STUD '.. JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-Bd 4-IOd PER JOUST .. BLOCKING TO-05T(TOE NAILED) - 2-Bd 2-1(M EACH END NAIL TOP PLATE - - .� BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-Ibd -4-IEd EACH BLOCK - 2- 5/B°ANCHOR BOLTS TO BTM. OF HDR. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-I6d EACH JOIST Iu/3'x3° PLATE WASHERS 2 ROW5.16d.NAILS J015T ON LEDGER TO BEAM(TOE NAILED) 3-6d 3-IOd PER JOIST ®31_O.C. BAND JOIST TO JOIST(END NAILED) 5-16d 4-16d PER JOIST II OPENING BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-I6d PER FOOT I ROOF SHEATHING FOUNDATION— •, If II WOOD STRUCTURAL PANELS - A RAFTERS OR TRUSSES SPACED UP TO 16.O.C. Bd- 1Od 6°EDGE/6'FIELD RAFTERS OR TRUSSES SPACED OVER W O.C. Bd - IOd 4'EDGE/6'FIELD ERY GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Bd IOd 6'EDGE/6'FIELD GABLE ENDWALL RAKE OR RAKE TRUSS u,/STRUCTURAL Bd 10d 6'EDGE/6'FIELD - OLITLOOKERs - - - RESIDENCE GABLE ENDWALL RAKE OR RAKE TRU55 w/LOOKOUT BLOCKS Bd IOd 4'EDGE/4'FIELD - - - _ 94 HOLLY POINT ROAD CEILING SHEATHING - CENTERVILLE,MA. GYPSUM WALLBOARD Sd COOLERS - 7°EDGE/10'FIELD D NARROW WALL BRACING - - - WALL SHEATHING SCALE:N.T.S. TITLE: WOOD STRUCTURAL PANELS FRAMING TIE-DOWN STUDS SPACED UP TO 24'O.C. Bd IOd 6'EDGE/* FIELD DETAILS JV AND 21iW FIBERBOARD PANELS Bd - 3'EDGE/6'FIELD 15'GYPSUM WALLBOARD 5d COOLERS - 7°EDGE/10'FIELD _ FLOOR SHEATHING WOOD STRUCTURAL PANELS NOT TO SCALE I°OR LE55 Bd IOd 6'EDGE/I'FIELD GREATER THAN I' 10d 16d 6'EDGE/6'FIELD PROJECTS: SHEET 15-28 A. - OF DATE: 05/25/16 12, L25-169A5NFM GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL _ .. BE 2X6 @ 16"O.C.UNLESS ( OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL - - BE 2X4 @ 16"O.C.UNLESS C OTHERWISE NOTED. q.g MULTI 1 3/4"BEAMS 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS , PRIOR TO ORDERING WINDOWS. 2 PIECES j 2 ROWS OF I&D NAILS O 12'O.C. 4.CONTRACTOR SHALL VERIFY �41LT ALL DIMENSIONS PRIOR TO - CONSTRUCTION.CONTRACTOR . - ASSUMES RESPONSIBILITY FOR - ANY MISSING OR INCORRECT \ — -� OF THE DIMENSIONS NOT BROUGHT TO THE ATTENTION I-— — I 4 ®% / 3 PIECES I 2.ROWS OF 1/2'DIAI'I BOLTS•12'O.C. DESIGNER. � IXISTR:F.T. — —————————— ------------- - _:_ - L—III DECK POST REVISIONS - _ '• �.y THY———— —— —————————————�————————————— - — ——— -- / ———————Exl—T'ca 2.e—— ———— / _ n - ————————— AXI TT 210 P.T.BA , BELM,DRPPE —DROPPEo ------ ------------- of TYPICAL LVL/GLULAM BOLTING/NAILING ---"---------- 1ST50I6 O.0 —— —.———— ` IB_----- ------------- ------ . -. - - III - UP II _ IIIIII ----- -- -------------- III ————— —— II��IIIIIIIppI NO. REVISION DATE F—III -------------.WR------ --- _p��I�y� - IIIIIIIIII / _ - N0 MON HEREBY EXPRESSLY RSERVE51T5 _ COPYRIGHT —nr————— —— / yy - B q _ COMMON LAW COPYRIGHT. m —————————————{per— _ A:5 q,$ THESE PLANS ARE NOT TO BE REPRODUCED, —IIT`————— —— - ����II�FyB�PosT - CHANGED OR COPIED IN ANY FORM OR I_—IryI—_____ _ -------------N.------------- in I - MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE WRITTEN —IIL----- -- --- ------ ——————— 'I PERMISSION SOCI AND CONSENT OFF NORTHSIDE A.6 I III — —————— I A.6 \. DESIGN ASSOCIATES IB------ — --------------- 216 P.T. ENISTY.214 DECK - JD15T5• JOISTS•M'O—C. IXIST'G I-1}1. FL J01. •W'O.C. E%15—I-1JL9.If FL JOISTS•K'O.C.•' 2)2.R,P.T. - BUILDER: - Lr RI'I HEADER,DROPPED - I —III ----- -- ————————————— — 646'P.T.POST - ^, --IB_----- -- — J ' ————————————— - ——————————— / ——— - - —— LEB P.T. 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'4.CONTRACTOR SHALL VERIFY --tll ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO -` > 3 PIECES T ROWS OF I/2'DIAM BOLTS i 12°O.C. THE ATTENTION OF THE. DESIGNER. POST _ UP/DN. . � - _ - ="� � REVISIONS BEARING BEARING 6. ,/ - L HALL 1 Imo` l TYPICAL LVL/G LULAM BOLTING/NAILING FOS uP/DNT . UP/TIN. 2.10 AT FLOOR B - - . I'•. JOIST.•IL•O.C. I IE. D.C. r \ II 1 - . 2.10 III J l DROPP'EIJ i - . II _ NO t REVISION DATE PO.T / Po9T_ ®COPYRIGHT' I� ,BEARING. NORTHSIDE HN/REBY COPVflIGHEXPRESSLY RSERVES ITS POST /MALL I '.� COMMON LA THESE PLANS ARE NOT TO BE REPRODUCED, OVT. ER S DEADER ,,, �y�o�p ir,,�� CHANGED OR COPIED IN ANY FORM OR OVER SLIDING DOOR UP/TIN. 7 I T B A MANNER WHATSOEVER WITHOUT FIRST -2 UP, - A.5 A.5 ING POST - OBTAI AND COHSE WRITTEN ON. C PORCH III ' PERMISSION AND CONSENT OF NORTHSIDE CLG.JOIST. 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THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO MIN. LOT SIZE 87,120 S.F. 19,057 S.F. 19,057 S.F. BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. EXISTING 2 015 1 565 MIN. LOT FRONTAGE 20' � 127� 127' 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING � 1 Locus MIN. LOT WIDTH 125 119 119 DIGSAFE (1-888-344-7233) AND VERIFYING THE PROPOSED 1,506 2,650 MIN. FRONT SETBACK 30' 87.5' 52.7' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES MIN. SIDE SETBACK 10' 17.6' 17.6' PRIOR TO COMMENCEMENT OF WORK. NET -509 1,085 MIN. REAR SETBACK 10' — — 4. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO MAX. BUILDING HEIGHT 30' <30' <30' DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. MITIGATION REQ. -509*4 + 1085*3 = 1219 SF MAX. LOT COVERAGE* 20% 9.4% 14.9% MITIGATION PROP: 1500 SF MAX. F.A.R.* 0.30 0.12 5. WETLAND FLAGGED BY BRAD HALL OF BLH *§241-91 "RAZE & REPLACE" ENVIRONMENTAL CONSULTING 12/10/2015. 6. EXISTING SEPTIC LOCATION PER TITLE 5 :SITE PLAN REV W6(jl>�RQ(�16�1 °c r o SITE IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY 4/22/2011 BY DOWN CAPE ENGINEERING INC. (2 BEDROOMS DISTRICT SEPTIC SYSTEM DESIGN) �t 7. EXISTING 2 BEDROOM DEED RESTRICTION, NO INCREASE INs�= SITE IS LOCATED WITHIN THE GROUNDWATER PROTECTION OVERLAY NUMBER OF BEDROOMS PROPOSED. v-' '; R LOCUS MAP DISTRICT (ZONE (1) ' 0 SCALE 1"=2000't ASSESSORS MAP 232 PARCEL 42 ORTIQ OF ` � s DRI E TO/N OWNER OF RECORD R MA � I I • MALCOLM K & PAMELA B MONTGOMERY j 0 _ �► 36 HADDEN ROAD SCARSDALE, NY 10583 Q Q -j 4 01 STAIN EXISTING UNDATION, R UIL - HOUSE ON EXISTI FOUNDATI N, TO q � � REFERENCES REMAIN 2 EDROOM D LLING * REBUILDIN EXISTIN /Rp s CERT #207637 DECK IN FOOTPRINT % LCP 20239 C [ Ar ' t� N NOTE• EXISTING LICENSED PIER •low •,► `N '��� C $S k c,a O:' ' NOT SHOWN 51.6 W v o P [41] O a LEGEND •I EXISTING W W I \\ 1 I DWELLING •/ S / PRIORITY HABITAT BEARSE e I r 1 TOF = 42.2' f I � � W POND �` W I "3 A GREAT POND) • I W W DITION W W ...0 '� � SLAB = 42 J. 24 KEEP/MAINTAIN 1® sNE� F 431 PATH TO PIER __�-- _ PRIORITY HABITAT AND EXIST. LEACHING 46 ESTIMATED HABITAT RARE r W W i W 'II r+ �427�`S: WSJ ��� •� AR SPECIES Wf r Ci J ` i� • /•' O PROPOSE v; v , w \ f _ ' " j•• -' _ MITIGATION 7,500 SFE-LOCATE EXISTING 215.0 " PROP. WORK LIMIT SEPTIC TANK/ PUMP LINE OF STAKED CHAMBER. X COVER MAX. ' SILT FENCE _ REINFORCE TOP WITH #4 s W1 S • SITE PLAN ® 12" O.C. IF REQUIRED. EX(SnNG (3000 psi MIX 6" DEPTH) OF ' DWELLING *94 HOLLY POINT ROAD CENTERVILLE, MA OF H MASS -\H of MqSSAo� PREPARED FOR �o DANIELA DANIEL off 508-362— 0 0IVIL �, o A �.OJALA MALCOLM & PAMELA MONTGOMERY downcope.com fax 508-362-9880 880 � �No.6502E � U No 0 80P • o F01 �� �``' 0 DATE: FEB, 24, 2016 down cape engineering, Inc. �SS��NAL �G\� lq�o SURV�y� REV.: APRIL 15, 2016 (REBUILD ON ORIGINAL FOUNDATION, PORCHES) civil engineers ` land surveyors Scale: 1"= 20' 939 Main Street ( Rte 6A) 1 YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET 15-377 # >5--377